Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Drainage Report
Drainage Report for Caprock Crossing Private Storm Sewer System College Station, Texas September 2012 Revised October 2012 Revised December 2012 Prepared For: Brazos Texas Land Development, LLC. C/O CapRock Texas 110 Lincoln Ave., Suite 103 College Station, Texas 77840 (979) 307 -0321 Prepared By: Schultz Engineering, LLC TBPE Firm No. 12327 P.O. Box 11995 College Station, TX 77842 2730 Longmire Drive, Suite A College Station, Texas 77845 (979) 764 -3900 Drainage Report — Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas ENGINEER Schultz Engineering, LLC P.O. Box 11995 College Station, Texas 77842 Phone: (979) 764 — 3900 OWNER/DEVELOPER Brazos Texas Land Development, LLC. C/O CapRock Texas 110 Lincoln Ave., Suite 103 College Station, Texas 77840 (979) 307 -0321 GENERAL DESCRIPTION AND LOCATION This project consists of the development of Caprock Crossing & Greens Prairie Center Phase 2A in College Station, Texas. Caprock Crossing & Greens Prairie Center Phase 2A are commercial developments, which will include the construction of sitework, utilities and other infrastructure. This project is located south of State Highway 40, between State Highway 6 & Arrington Road. Area: 62.52 acres Existing Land Use: Vacant Proposed Land Use: Commercial Number of Lots: 8 Drainage Basin: Spring Creek & Alum Creek Drainage Basins FEMA FIRM: #48041CO325E, Dated May 16, 2012 Floodplain: None of the development lies within the floodplain. HYDROLOGIC CHARACTERISTICS The pre - development condition of the land is pasture with some portions wooded. Exhibit A shows the pre - development topography and the runoff flow direction along with the proposed public way improvements. GENERAL STORMWATER PLAN The drainage plan for this development will involve the installation of a private storm sewer system and private drainage channels to outfall the storm sewer system. The private storm sewer system will be installed parallel to Public Way 1 and will be designed to collect storm water runoff from the area north of Public Way 1 and small portions of area south of Public Way 1. The private storm sewer system will include curb inlets, storm sewer pipes, and drainage channels. The storm sewer inlets will be sized to intercept the existing upstream drainage areas. The storm sewer pipes will be sized for developed drainage areas as the upstream areas will be piped directly into junction boxes or inlets in the future. The drainage system is broken into four areas. The drainage basin on the west end of the project (400 series inlets and pipe) will contribute to the existing detention pond on the southwest corner of the intersection of Arrington Road & State Highway 40. This part of the system will connect to an existing 36" storm sewer pipe that discharges into an existing storm sewer system and then into the detention pond system. The Page 1 of 9 Drainage Report — Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas existing detention pond and system were designed for full build out of the area contributing and this development is consistent with the previous design. Moving from west to east along Public Way 1, the next drainage basin (300 series pipes and inlets) will intercept the drainage area from a high point in Public Way 1 that was not included in the detention pond calculations for the existing detention pond on the corner of Arrington Road and State Highway 40. This area will be intercepted by on grade inlets and discharged into Drainage Channel No. 3. Drainage Channel No. 3 will outfall into an existing pond on the south end of Lot 1, Block 5 of Greens Prairie Center Phase 2A. The existing pond will be used for temporary detention of the increases in storm water runoff due to the construction of the public way roads in this drainage basin. A permanent detention pond will be designed and constructed in the future in conjunction with the development of lots within this drainage basin. Refer to Exhibits E & F for Pre and Post development drainage area for this drainage basin. The next drainage basin will include the 200 series inlets and pipes. This part of the system will discharge into Drainage Channel No. 2. Drainage Channel No. 2 will outfall at the south end of the Caprock Crossing property near existing culvert crossing (2 — 36" Culvert Pipes) under Old Arrington Road. There are minor increases in the storm water runoff from drainage basin 2, due to the construction of the public way roads. A detention pond will be designed and constructed in the future in conjunction with the development of lots within this drainage basin. The future detention pond will detain for the development of the lots and increases due to the public way roadways. The increased storm water runoff passes through the existing culverts under Old Arrington Road with only a minor increase in headwater, for the 100 year storm. The combined area of drainage basins 1 and 2 shows a slight decrease in storm water runoff from all storms just downstream of the proposed detention pond 1 and the existing culverts under Old Arrington Road. The slight decrease in storm water runoff is due to over detaining drainage basin 1 with the proposed detention pond 1. The increases in storm water runoff will not have a negative impact on the downstream drainage system due to the over detaining of drainage basin 1 and the existing storage in the existing channel downstream of the Old Arrington Road Culverts. The last drainage basin includes the 100 series inlets and pipes. This part of the system will discharge into Drainage Channel No. 1. Drainage Channel No. 1 will outfall into Detention Pond 1 at the south end of the Caprock Crossing Property and will be returned to sheet flow at the current location similar to existing conditions prior to leaving the Caprock Crossing Property. Detention Pond 1 will have a dissipating structure on the downstream end of the outfall pipe. The discharge from the dissipating structure will spread out the flow similar to the sheet flow in the current condition such that it will not have a negative impact on the downstream property. Detention Pond 1 is designed for full build out of drainage basin 1 and will capture the storm water runoff from this drainage basin with a private storm sewer system. Refer to Exhibits C & D for Detention Pond 1 Pre and Post Development Drainage Areas. The detention for the eastern drainage areas (300 & 200 series) not draining to the existing detention pond at the corner of Arrington Road & State Highway 40 will be performed in conjunction with the development of the commercial lots. There will be future detention ponds at the drainage channel outfalls to mitigate increases in storm water runoff from the development of commercial lots upstream. Any minor increases in storm water runoff from the construction of the Public Ways will be mitigated with the future detention ponds. See exhibits A & B for inlet and pipe contributing drainage areas. COORDINATION & STORMWATER PERMITTING The project will require a Notice of Intent be prepared & submitted to comply with the Texas Commission for Environmental Quality storm water permitting for the construction site. No other permits are anticipated for this project. Page 2 of 9 Drainage Report — Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas PIPE INLET & DRAINAGE CHANNEL DESIGN General Information: Stormwater runoff from the development of Caprock Crossing will be collected by a private storm sewer system. A portion of the runoff will ultimately discharge into a Spring Creek tributary and the rest will discharge into tributaries of Alum Creek. The location of the drainage areas for evaluation of the gutter depth check, inlet sizing, pipe evaluation and channel sizing are shown on Exhibits A & B. Public Way Design: Standard Cross - Section (3% cross - slope, 25' — 36' B -B Public Way) Standard curb and gutter for all Public Ways Concrete Pavement Standard curb inlets (5' or 10' in length) T Methodology: TR 55 T Minimum: 10 Minutes Design Storm Event: 10 year design storm & 100 year analysis for Public Ways & private storm sewer system 25 year design storm & 100 year analysis for drainage channels Pipe Materials: Corrugated HDPE Storm Sewer Pipe with smooth interior Channel Specifications: 4:1 Side Slope, 24 "Minimum Depth Manning's n Values: 0.012 for pipes 0.035 for Grass lined channels 0.018 for Concrete lined channels Runoff Coefficients: 0.40 for undeveloped lots 0.90 for paved areas 0.75 for developed commercial lots 0.65 for developed office lots Design Constraints: Max. water depth in gutter: 6" or 0.5' for the 10 year design storm Min. pipe flow velocity: 2.5 fps Max. pipe flow velocity: 15 fps 100 -yr storm runoff maintained within the Public Access Easement Min. l' freeboard for the 25 year design storm depth of flow Design Software: Excel Spreadsheets, Hydraflow Express Extension for AutoCAD Civil 3D 2013, Hydraflow Storm Sewers Extension for AutoCAD Civil 3D 2013. The software was used to compute pipe capacities, flow rates and velocities, compute hydraulic grade line elevations, headwater elevations, gutter depth, inlet sizing & channel sizing. Page 3 of 9 Drainage Report — Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas Design Results: DETENTION DESIGN The 25% reduction in pipe size for pipes less than 24" in diameter was not utilized in the design of this private storm sewer system. The data presented in the Appendices indicates the gutter depth, inlet sizing, pipe sizes and channel sizing is in accordance with the requirements of the City of College Station. The three drainage channels will convey the storm water runoff to detention ponds or discharge points as shown on the attached exhibits. Drainage Channels 1 & 3 have a minimum design slope of 0.6% per the design guidelines and Drainage Channels 2 has a low flow concrete flume because the design slope is less than the minimum slope of 0.6 %. Erosion control blankets and concrete riprap were designed and are proposed at areas in the channel prone to erosion. Refer to Appendix C for channel design summaries. For design information for drainage facilities refer to Construction Plans Titled "Construction Drawings for Infrastructure Improvements Caprock Crossing ". General Information: Stormwater runoff from the development will be collected and routed through Detention Pond 1 and the existing pond in drainage basin 3 and then discharged into existing drainage channels. The detention pond will reduce the combined peak runoff (Drainage Areas 401 — 404 and Drainage Areas 405 — 406) from the developed site to a rate equal to or less than the design flow for the existing Drainage Areas 103 & 104. Detention Facility Analysis T, Methodology: TR 55 T, Minimum: 10 minutes Design Storm Events: 2 -year, 10 -year, 25 -year, 50 -year and 100 -year detention facility Pond Discharge Pipe Materials: HDPE Manning's n Value: 0.012 Runoff Coefficients: 0.35 for undeveloped areas 0.92 for paved areas 0.85 for developed areas Design Constraints: Post - Development peak runoff less than or equal to the pre - development flow from the site. Rational Equation: The rational equation is utilized to determine peak storm water runoff rates for the Detention Facility design. Q =CIA Q = Flow (cfs) A = Area (acres) Page 4 of 9 Drainage Report — Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas C = Runoff Coefficient I = Rainfall Intensity (in/hr) Design Software: Excel spreadsheets, AutoCAD Hydraflow Express, AutoCAD Hydraflow Hydrographs Extension The software was used to compute the pond storage and discharge data and the pre and post - development peak runoffs and the routing of the flow through the detention pond. Design Results: The data presented in the Appendices and in the following tables indicates the detention pond sizing and discharges are in accordance with the requirements of the design guidelines. Design Analysis: The Pre - development Drainage area runoff flows are drainage area 101 - 104 as shown in Exhibits C & E. See Appendix E for runoff flow values. The post - development drainage areas, DA 401 — 406 are shown on Exhibit D & F. Detention Pond 1 is designed for the site to be fully developed. The existing pond in drainage basin 3 is being used as a temporary pond only and is detaining for increases in storm water runoff due to the construction of public way roads in drainage basin 3. A future detention facility will be designed and constructed in conjunction with development of lots within drainage basin 3 and will be sized to mitigate increases from the public way roads. A future detention pond will also be designed and constructed in conjunction with development of lots within drainage basin 2. The design data and descriptions of the detention pond outlet structures, discharge pipes and overflow spillways are found in Appendix E. The peak flows out of the detention ponds were determined by a Storage Routing Analysis based on the Continuity Equation as follows: (I1+I2)+((2s1/dt)- 01)= ((2s2 /dt) =02). The time interval, dt, used was 1 minute. The calculations and results of the Storage Routing Analysis were used to generate hydrograph peak flows and graphs for the pre and post development conditions. Summaries of the Pre & Post Runoff Information at each comparison location are shown in Table 2. The detention ponds discharge into existing drainage channels. For design information for drainage facilities refer to Construction Plans Titled "Construction Drawings for Infrastructure Improvements Caprock Crossing ". See Appendix E for detention pond design data. TABLE 1 , — Pre- & Post - Development Area Summary DRAINAGE BASIN CONDITION AREA # AREA (ACRES) C Tc (MIN.) 1 PRE 101 2.56 0.35 30 1 PRE 102 8.78 0.35 33 1 & 2 PRE 103 20.64 0.35 31 3 PRE 104 17.05 0.35 38 1 POST 401 11.70 0.85 10 1 POST 402 0.56 0.35 10 2 POST 403 24.57 0.39 30 Page 5 of 9 Drainage Report - Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas 1 & 2 POST 404 3.76 0.35 25 3 POST 405 12.57 0.35 27 3 POST 406 4.48 0.38 34 As shown in Table 2, the post - development peak outflow from the project site is less than the allowable peak outflow for each design storm event. Additionally, Tables 3 presents the maximum water surface and the amount of freeboard for the Detention Ponds. The peak flow out of the detention pond and the maximum water surface was determined by the Storage Routing Analysis. TABLE 2 - Pre- & Post - Development Runoff Information - Detention Analysis LOCATION Q2 Q10 Q25 Q50 Q100 (CFS) (CFS) (CFS) (CFS) (CFS) DRAINAGE BASIN 1- DETENTION POND 1 PRE- DEVELOPMENT 3.10 4.42 5.08 5.79 6.04 AREA 101) PRE- DEVELOPMENT 10.01 14.32 16.48 18.76 19.61 AREA 102 POST- DEVELOPMENT 62.92 85.87 98.07 110.86 115.75 (AREA 401) POST DEVELOPMENT 1.24 1.69 1.93 2.18 2.28 AREA 402 COMBINED OUTFALL 1 8.08 9.35 9.98 10.60 10.81 (AREA 401 ROUTED THROUGH DETENTION POND COMBINED WITH AREA 402) DECREASE IN PEAK FLOW 1.93 4.97 6.50 8.16 8.80 COMBINED OUTFALL VS. AREA 102) DRAINAGE BASIN 1 & 2 - DRAINAGE BASIN 2 ANALYSIS PRE- DEVELOPMENT 45.37 1 64.98 74.77 85.16 89.02 (AREA 103) POST - DEVELOPMENT 62.92 85.87 98.07 110.86 115.75 (AREA 401) POST DEVELOPMENT 1.24 1.69 1.93 2.18 2.28 AREA 402 POST - DEVELOPMENT 32.34 46.09 52.98 60.29 62.98 AREA 403) POST DEVELOPMENT 5.11 7.22 8.29 9.43 9.84 AREA 404) COMBINED OUTFALL 1 8.08 9.35 9.98 10.60 10.81 (AREA 401 ROUTED THROUGH DETENTION POND COMBINED WITH AREA 402) COMBINED OUTFALL 2 44.68 61.49 69.92 78.75 82.17 (COMBINED OUTFALL 1 COMBINED WITH AREAS 403 & 404) DECREASE IN PEAK FLOW 0.69 3.49 4.85 6.41 6.85 (COMBINED OUTFALL 2 VS. AREA 103) DRAINAGE B ASIN 3 - EXISTING POND TEMPORARY DETENTION POND) PRE- DEVELOPMENT 17.72 25.50 29.37 33.48 35.01 AREA 104) POST - DEVELOPMENT 16.29 23.10 26.54 30.18 31.51 AREA 405 POST DEVELOPMENT 5.44 7.79 8.97 10.21 10.67 AREA 406) COMBINED OUTFALL 3 16.92 24.19 27.85 31.74 33.19 Page 6 of 9 Drainage Report - Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas (AREA 406 ROUTED THROUGH DETENTION POND COMBINED PEAK FLOW OUT OF POND (CFS) WATER SURFACE ELEVATION (FT) FREEBOARD (FT) DETENTION POND 1- TOP OF POND = 306.00'; SPILLWAY CREST = 305.28' 2 -YEAR WITH AREA 405) 304.10 1.90 10 -YEAR 8.94 304.64 DECREASE IN PEAK FLOW 0.80 1.31 1.52 1.74 1.82 (COMBINED OUTFALL 3 VS. AREA 104) 305.19 0.81 100 -YEAR 10.39 305.28 TABLE 3 - Summary of Detention Pond Maximum Water Surface Levels STORM EVENT PEAK FLOW OUT OF POND (CFS) WATER SURFACE ELEVATION (FT) FREEBOARD (FT) DETENTION POND 1- TOP OF POND = 306.00'; SPILLWAY CREST = 305.28' 2 -YEAR 7.78 304.10 1.90 10 -YEAR 8.94 304.64 1.36 25 -YEAR 9.50 304.92 1.08 50 -YEAR 10.00 305.19 0.81 100 -YEAR 10.39 305.28 0.72 100 -YEAR PLUGGED 9.88 305.5 0.50 TEMPORARY DETENTION POND 3 - TOP OF POND = 305.00'; SPILLWAY CREST = 300.00' 2 -YEAR 2.76 300.30 4.70 10 -YEAR 4.26 300.40 4.60 25 -YEAR 5.05 300.45 4.55 50 -YEAR 5.88 300.50 4.5 100 -YEAR 6.21 300.52 4.48 Pond outlet is a 5' wide trapezoidal weir, which is not likely to clog. Pond has adequate storage to hold the 100 -year storm if outlet weir gets clogged. Detention Pond 1 has an overflow spillway which discharges if the outlet structure is clogged. The detention pond spillway is a trapezoidal weir near the downstream end of the pond, Elev. 305.28. If the pond outlet is clogged and the pond flows over the pond spillway and the water will discharge down the slope and into the dissipater structure. It is not anticipated that the overflow spillway will be used as the pond outfall is a 15" pipe. The Temporary Detention Pond 3 is an existing pond and will not need an overflow spillway due to the small amount of area draining to the pond and the amount of storage existing in the pond. The pond outfall is an existing 5' wide trapezoidal weir and is not likely to clog. However if the weir does get clogged the pond has adequate storage for the 100 -year storm. A permanent detention pond will be designed and constructed in conjunction with development of lots in drainage basin 3. Page 7 of 9 Drainage Report — Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas EXHIBITS/APPENDICIES Exhibit A — Inlet Drainage Areas Exhibit B — Pipe Drainage Areas Exhibit C — Detention Pond 1 Pre - Development Drainage Areas Exhibit D — Detention Pond 1 Post - Development Drainage Areas Exhibit E — Drainage Basin 2 & 3 Pre - Development Drainage Areas Exhibit F — Drainage Basin 2 & 3 Post - Development Drainage Areas Inlet Sizing — Contributing Area Pre - Developed Appendix Al — Drainage Area Summary — Inlets Appendix A2 — Storm Sewer Inlets in Sump — Design Analysis Appendix A3 — Storm Sewer Inlets on Grade — Design Analysis Appendix A4 — Depth of Flow in Gutter Pipe Sizing — Contributing Area Post - Developed Appendix B 1 — Drainage Area Summary — Pipes Appendix B2 — Storm Sewer Pipe Summary Appendix B3 — Storm Sewer Inlets in Sump — Design Analysis Appendix B4 — Storm Sewer Inlets on Grade — Design Analysis Appendix B5 — Depth of Flow in Gutter Drainage Channel Analysis Appendix C — Drainage Channel Analysis Detention Pond Analysis Appendix E1 — Pond Drainage Area Summary Appendix E2 — Time of Concentration — Pond Areas Appendix E3 — Detention Pond Summaries Appendix E4 — Detention Pond Area /Capacity Data Ay_nendix E5 — Detention Pond Elevation — Discharge Data Appendix E6 — Storage Routing Analysis Parameters Appendix E7 — Detention Pond 1 Inflow & Outflow Hydrographs Appendix E8 — Hydrograph Comparison Area 102 vs. Combined Outfall 1 Appendix E9 — Hydrograph Comparison Area 103 vs. Combined Outfall 2 Appendix E 10 — Temporary Detention Pond 3 Inflow & Outflow Hydrographs Appendix E 11 — Hydrograph Comparison Area 104 vs. Combined Outfall 3 CONCLUSION The private storm sewer system and detention ponds will function within the requirements and restrictions of the BCS Drainage Design Guidelines. Page 8 of 9 Drainage Report — Executive Summary Caprock Crossing Infrastructure Improvements College Station, Texas CERTIFICATION "This report for the drainage design of The Caprock Crossing lnfrastructureImprovements, was prepared by me in accordance with the provisions of the Bryan/College Station Unified Drainage Design Guidelines for the owners of the property. All licenses and permits required by any and all state and federal regulatory agencies for the proposed drainage improvements have been issued." 1# f� OF T���+�s ! �even * .. 1 DOYEN •- 1098 H (� % - 4 'CENG �; F� ►1r +� FIRM # 12327 SCHULTZ ENGINEERING, LLC Page 9 of 9 EXHIBIT A Inlet Drainage Areas ti - 100 50 0 100 - r SCALE IN. FEET STATE HIG WAY 40 (\- �� t /� 4 i � J \ �__ S::— — -— — _ — I �"'t - -- W— �\� ' _� --- -- - - -- —7�- -- , ------ - - - - -- _ - -- �`_ \ \i �\ C0 Eta r J� —. J I Il GF f � t l I � � �•/--.-- ��• ~ � 3 � I I I � �,._ _- -- . •--..` / -`^ \._ / I /f � I -.✓ .,` \ � �• 306 r:... � � I `I I II t \ �� �� �II � I ✓ /- I / \ _ . - 312 316 JZ I / � /� � l : --•. 241 I / `� I i I � .� ---•.- � �. � � . I ` f II I 305 0.43 �� d I I 313 2.17 1 N f f f r \ )`II 9.65 ' III f I I / i J }��\ \�.— \ { I I I I I f ✓i /� �, a; r _ - — L37 J I 315 I I I ._ i /� %✓ I �' I \ 304 � » �I ✓ � y �� 310 ' N� -.. Fq 323 311 � \ 321 ,�� � ` }. I � � r �:.- --�.,, \ / \ � \ �� •k . \ � .r I /�j, \ 0.20 _ ( f I I 5 --- 302 \ C I _ _ D Rm \ \ - \ . I I I - �- /tip' 1 I S - ti . _. � �,/ - I f - _ - .. � / \ \.. -• / - - _ _ .. _ r .- I 32 - 314 V 1 i ! 320 ` I N , L III I -, I f I ! f , \ 2 8 �ti /� -- -� ✓-f.• c' 0.20 322 / /\ \ n ( / � I co DRAINAGE CtANNEL� 1 , / , � 0.15 DRAINAGE \ I / '�\ � � I -\ { � � v..� _- --.__ . II I I / �N4 08 41 . -11.99 �� I J / / 2:61 -\� \ \ 1 / \ CHANNEL 2 '� r •� =_ - =� _._ _ - - I I � � � 1 / � I ( ��1�� �� I � I �- ► ,-- — � .� , • � ► � � -�, _ -_=- == �` � - _ _ _ == \ . \ � -- _ � �. =� �� Mme--- ,-� I / J I I --� \ I 11� I � / —� • I DRINACE CHANNEL S - -- { _ { l I 'III -_ -- - _'___ �� -�- _ _ 1011W 40 T I r— / �� } / mil.. ► / , / / _ -_I �o �.��- _' __� --P a►v6� - - - - -- I P <5> \ Ad MN -AIT ...; .. \ I ,ca II II TEMPORARY I 1 / /III � `Y `\ • li ' I. I '/' --- _ rti - � �\ � —�- '-- �L j �I II DETENTION �� f f� \ �s I I /` \\ POND 3 \� m _ SCALE Schultz, E LLC CAPROCK CROSSING DRAI N VERTICAL 2730 Longmire, Suite A IN � College Station, Texas 77845 HORIZONTAL 979.764.3900 TBPE NO 12327 PRIVATE STORM SEWER S �'S TEM _ T T �' SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE COLLEGE ►.7 r� TA 1 r�r IOl V �T , Tli V AREA PLOTTING SCALE: 1;1 KERR DLD DLD JPS 11 -192 SEPTEMBER 2012 FILE NAME: 11- 192 EXHIBIT B Pipe Drainage Areas 100 50 0 100 _ L IN EE SCALE . FEET STATE HIG WAY 40 -- f \ . "... , i ii r rill ir, v r r �- `-•—. —__, ``` r �i i �\ � \ � ' GAS --s"— = g - f - / _ _ J - -- -t t 7 . 7 � `� � / =-- � - -"- --"- Cam—_— -- _- -�—_— s_ — — , _ — �•— -- — — — — - - — — — % �- , 1 \ 210 - � I _ --.. --•, � � 2„ 0.44 I � .�z � < Iii i __ \ 1 L Ii I I ' II �I I' i II ► � �, .� � � J f205 I II I '� I II I /I �— --- 219 F _I I l I I III I / - II PIPE 201 209 / I \ I I 1 224 225 \_.• - � c\ I � � I I �� / �� � J �.� � . � \ \ i \ 0.32 2ts I g f �i� _ ' PIPE 202 0.03 ,� / _ -� •� ^ i I I I I 2.09 ► I I I � d ► � �5 � \ --. � 215 _PIPE 203 - T — o.os 9.65' PIPE 205 \ I t � I ' /2M c C '� I I Z=O 8= A,— ~ \` \ 223 I ; r m M� PIPE 206 0.37 \ `. 2A��S` 0.23 _ I / ® d 227 22t ` \ ( ; / ✓- \. /� �. / !I \ \ o.os 4 �� � �-- ' ' J 0.03 I ` ;�* • ` 21 / I PIPE 404 / 229 0.23 / 228 \ I ) 0.41 I � ' � r / ~`\ \ \ � / / � - •.._,;` \\ � ` � 1 I � l \PIPE 402 I� ;a 'd# � 3F „Fz. � \ (I / J I I � � --�, / �,'G � PIPE 405 F / ( I I ( ( I `�f I / 204 o.oa � � : ; % > !� II �.., � _. _•- .... ST S y sr - t "'A 0') \ \ S - - -�-- _8 PIPE 301 o ,` I ( �\ / I I II I J I I t - , \ \ �- ` /,� �� /—. ` • \ fi I �\ PIPE 407 )” •_.. — _ — — — � �" \ I � I � / � � � I -- P PE 302 PIPE 101 PIPE 406 r /�� � ., F • ; \ I I I I II `- �ti PIPE 103 \ V I/ -� 230 I o.2t PIPE 303 cn I �" �� II ` I I : �� I ( I \ \. \ \,28., �I ` 1 I ; ,' I I ' (� J `� � O I // DRAINA E C ANtEL I • �~ /� / ( �( \ \ �` 0.06 - �% \' �I 11 / DRAINAGE - - X2:6 =1 _ ^ -- ' ` C'' (` ; --� ✓I / I CH�NNEL 2 / 01 �/C; "IV! —f= f --- U6 I) \ �vw� — - I --'' DR- AINAG[ - CH�iNEL 3 I I "� / / I III l s H---.. _- -'S 5 0 W 405.61 r '-j �I• - =- -7 - r/� - aEE - -( _= OLD- - - �ti� "" \� 1.10 I I � � \� ` � _ .,_ --- _� �\ .� s \ .. Iii .,� �� ----; � _ �� ,/ � '• � � -�—_ _ �. � ) I .�-� ` � _ rinrudr'ri r r rr ^ _ � ( r \ � \� � `, \ \ \ � L \ I ., / � ...mow - � � '\- --�. \ a. -• `-- ` l ,— I �-- _ �"'{ TEMPORARY 1 II I II II II���II I II L I II DETENTION . POND 3 �7 \� // \\ ri .S hltz E n inerin , LLB c 2730 , Lon mire Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ■ ■ SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11 -192 SEPTEMBER 2012 0 CAPROCK CROSSING PRIVATE STORM SEWER SYSTEM COLLEGE STATION, TX SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1 :1 FILE NAME: 11 -192 EXHIBIT C Detention Pond 1 Pre - Development Drainage Areas STATE H I GH Wl,�Y 40 I SIAM D \o f PARKWAY 27 --•32 32 ._ . 324 d -- j!v;5i✓'.ti`M' / - ____ 32 — —_'Tr7 .x. . ,� - ':�7; ..yry .. .K .•.i-'`� - / r-" - • "'+' ir � J x rt4 �: • v..�' y 11.. �'�v.•. a��,.. iSv ..•I� .. 322 — — 321 .._•- , _c-:. t 5�::.': `:r•: �.. 31 ---- _ -- ``— -- ---' �- GAS _ ----- "- — GAS M - _ -z — GAS -�- - Lc I -GAS -- -- - - - - - — -- — — - \ - GA-- EI� LLLL,,�� ill Mo m J i o) \ \ \ I N LI oI SCALE. IN FEET \ (I co I /320 �_ 320 p 375E �,• � � ��xf �' ?�;` �=1 319 ti kn 7-7 / / ' J l i .�. � --� .; • � \ I III I � I I I LI � i I III 1 ` \ � / � ' • .;. � I \ ✓' / N I I I I . I 31 5` / / ✓- / II II 9 315- _ -`' \ � \ / \ � � >! _ 3� � . • • - .�.�- • � � Aj 314 ( � 1 .�+:�l�Ir y , • Y.�tSin � •!':Ell -%` - .. 13 -'' `' \ .....� ,v • J / 102 8.78 \ / \ / _ L I 312 / b / - _ \ \ �' ' / / 101 N i ._..309- ---.� I III �30 / g // '�' 1"4 S t9 � /� / 308 ---- .�,_ _� � I `_ -_,-•\ `- I 5 L I I —304— j � / I / �// .� ti ,� / � ' 3 0,E � �/ �� - -- __-• �j - �t L 306 - - I v / / 308\ t —305— sol 0 3 / � /,^ \ 304 / ` . \ - \• � \ I _ y pA \ \ f \ \ b \ kN SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11 -192 SEPTEMBER 2012 a ®� SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11 -192 SEPTEMBER 2012 CAPROCK CROSSING PRIVATE STORM SEWER SYSTEM COLLEGE STATION, TX SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 1 1 -192 EXHIBIT D Detention Pond 1 Post - Development Drainage Areas JW 13' 07'15 - •___ ___ - GAS --- GAS -_-_ 1� • � 5 / X 301 /` \ \ \,. �., •�•� / 300 - '�� STATE HIGHWA I A 1 I I'� •�. T /� /f•� • - . i a ��e SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11 -192 SEPTEMBER 2012 CAPROCK CROSSING PRIVATE STORM SEWER SYSTEM COLLEGE STATION, TX SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 11 -192 EXHIBIT E Drainage Basin 2 & 3 Pre - Development Drainage Areas P' 1 60 30 0 60 A AE SCALE IN FEET —L — — — -- `��►!� -- -_� - _______6A_ -- - GAS —�A- _ -c A - -- - — ---.� - 7 kn ` ` N I I \ 1 l - -► I L ` �� \ / \ %/ i 1 111 <<' } \I / / / � � \ \ /� ► � � � - • -= :--% - -- - �" \ � . -- III I I ,f - _- ;-\ \, �/ I 11 IF 1 III , Ll____. --44 I ) 0.51 191 rri // I f � - — A 11( V rri J'( cy) I -A I/ __j or 1- 7 �\A 0 400 J� t --N �07 4 ( \\ // -'__ -__ - -_. `_ '.. r .__.-- _,../' _- __._. lam/ / \ 1 I I :✓- _ � � _ � � '. ^ � - 104 - / . �� ` Illh \ � 111 �� I � _ � ! ® �> '''► •., \ l �� \ � - .- - . - �I � --- i I 1111111 , ►► .► II _._- , �' ��•� > \ \\ \ I \ f \ f \ J)�� ICI � - � ,-- ,� , I •I � �► _.__ -_ � � 1 1 /I � �� r � -- /r DISCHARGE,,OINT \ l �- \- *DRAINAGE BASINS 1 8c 2 INCLUDE AREA 103 *DRAINAGE BASIN 3 INCLUDES AREA 10:4 l I Schultz Engineering, LLB 2730 Lon mire , Suite A Long mire, College Station, Texas 77845 979.7643900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11 -192 SEPTEMBER 2012 CAPR 0 CIS CROSSING PRIVATE STORM SEWER. SYSTEM COLLEGE STATION, TX DRAINAGE BASIN 1, 2 & 3 PRE-DE VELOP:4LENT DRAINAGE AREAS SCALE VERTICAL. HORIZONTAL PLOTTING SCALE: 1 :1 FILE NAME: 11 -192 EXHIBIT F Drainage Basin 2 & 3 Post - Development Drainage Areas 1 Schultz En LLC inerin 2730 Lon g mire Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 11 -192 SEPTEMBER 2012 CAPROCK CROSSING., PRIVATE STORM. SEWER SYSTEM COLLEGE STATION, TX DRAINAGE BASINS 7 2 & 3 POST DEVELOPMENT DRAINAGE AREAS SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 11 -192 APPENDIX Al Drainage Area Summary - Inlets APPENDIX Al Caprock Crossing Infrastructure Improvements Drainage Area Summary - Inlets Area # Area, A (acres) C (min) 10 year storm 100 year storm 1 10 (in /hr) Q10 (cfs) 1 100 (in /hr) Q100 (cfs) 301 0.06 0.900 10.0 8.635 0.47 11.639 0.63 302 0.32 10.0 8.635 2.49 11.639 3.35 303 1.46 25.0 5.489 3.21 7.477 4.37 304 1.00 F0.400 25.0 5.489 2.20 7.477 2.99 305 2.17 25.0 5.489 4.76 7.477 6.49 3 0.61 10.0 8._6 2.63 11.639 3.55 307 0.09 0.900 10.0 8.635 1 0.7 11.639 0.94 3 0.03 0.900 10.0 8.635 0.23 11.639 0.31 3 0.24 0.900 10.0 8.635 1.87 11.639 2.51 310 0.37 0.900 10.0 8.635 2.88 11.639 3.88 311 0.41 0.900 10.0 8.635 3.19 11.639 4.29 312 2.85 0.400 25.0 5.489 6.2 7.477 8.52 313 4 .25 0.400 25.0 5.489 9.33 7.477 12.71 314 0.23 0.900 1 0.0 8.635 1.79 11.639 2.41 315 1.12 0.400 25.0 5.489 2. 7. 477 3.35 316 2.41 0.500 25.0 5.489 6.61 7.477 9.01 317 0.06 0.900 10.0 8.635 0.47 11.639 0.63 318 0.03 0.900 10.0 8.635 0.23 11.639 0.31 319 0.43 0.900 10.0 8.635 3.34 11.6 4.50 320 0.20 0.900 10.0 8.635 1.55 11.639 2.10 321 0.26 0.900 10.0 8.635 2.02 11.639 2.72 322 0.15 0.900 10.0 8.635 1.17 11.639 1.57 323 1 0.20 1 0.900 1 10.0 1 8.635 1 1.55 1 11.639 1 2.10 The Rational Method: Q = CIA Q = Flow (cfs) A = Area (acres) C = Runoff Coeff. I = Rainfall Intensity (in /hr) Brazos County: I = b / (t +dr t = Time of conce 10 years b = 80 d = 8.5 e = 0.763 t o = L/(V*60) ntration (min) L = Length (ft V = Velocity (ft/sec) 100 year storm b = 96 d = 8.0 e = 0.730 APPENDIX A2 Storm Sewer Inlets in Sump — Design Analysis APPENDIX A2 Caprock Crossing Infrastructure Improvements Storm Sewer Inlets in Sump - Design Analysis Inlet Length Q10 D10 D10 Q100 D100 D100" No. ft. cfs ft. in. cfs ft. in. 1101 5 2.95 0.363 4.36 3.98 0.443 5.32 1102 5 7.67 0.686 8.23 10.85 0.864 10.37 1201 5 3.33 0.394 4.72 4.49 0.480 5.76 1202 5 2.10 0.289 3.47 2.83 0.353 4.23 1203 5 6.06 0.586 7.04 8.17 0.716 8.59 1204 10 15.59 0.693 8.32 21.24 0.852 10.22 1401 5 7.95 0.703 8.43 11.06 0.875 10.51 1402 5 3.57 0.412 4.95 4.82 0.503 6.04 Public Access Easement elevation varies in height above gutter line, 100 yr flow will be contained within the roadway. Assume 10% clogging for design APPENDIX A3 Storm Sewer Inlets on Grade — Design Analysis M a x c z Ill CL i7 C C N d % E 0 � a CL C CM E �N d � L V � t o o L � `r- O i C d 7 V � Y N v � E CL L U Vo O N It I- 0.� m O O J O O w U co to Cut C m O J O_ d - N a r 7E Z r r r r r r r O O � N O I O M "t ti to �- <p N O � � 1 � N O O O O oNp 0 � t[ N Cf) N CD 0 O N O I- O I� q' ti O O r O d' N �- N 1-- 1 r. * * * * 9 * * M eel ri M M M M O N N ►� I� n t\ e4 ,4 �4 i4 r4 .4 e4 0 0 0 0 0 0 0 M �- N M 1 O 0 0000000 M M 14t d' qT d rn rn ti O M cm r c l e o � W 4. if + 0 x d (n IL O LO M � N O C O O O 0 t� C o m N � C � E I}I, C : U L N �� r— t ° �� m�a`�mvi Nc a •• mac 3� o p m� 3 Cot 0 �.. o m m r- _ W u _ . cm C co o cu �. r� 3�0 p o v m o 3: cc v »- m cc CL QN CM 3o c C. m� a� +Cdr x 3° �rn(n�c v_o c Coo oAa>� � E U) ?����C FQco ti I� Il Y II iX H D If 1 3 w i V C GO W .� U) F- m if if cYU Ill (AJ rn rn ti O M cm r c l e o � W 4. if + 0 x d (n IL APPENDIX A4 Depth of Flow in Gutter $ � ! E § _ k k �2? $ka uE2 U OL CL oo/ » $ ! ! 5 % ! § S 5 3 § ! § § \ § § f 3 ! f 5 § I § § 2 q § ! f § 3 § § § § § § ! 82 § $ m § 2 q 2 ! § ci 6 , J #¥ ci c4 A g a■ N R m ! n 71 q;§ Mm m 2 $ @ $ a $ Si 2 Si , ; 2 ; i 2§ i 2 § 2 2 2 2 2 2§§ 2 i k k j ( k k§ 2 k k k j k k k k j§ k j k j 6 3 3 | § | | § § ) ! § | f \ § § § § § § § § 0 § k § § ) § § § § § § § § « � § ; ! § 2 m 2 @ ■ ■ a 2 2 ; ! ; 2 ; ; e § q & �■ «_ « .- « § § i- § § § § § § f § 2 ; ! § g $ $ § § Ai | • _ r \/ ■ - ®G � ! \\ - -• f U. §� § AT § ci 41 / | &.. a Q W r7 C m E m 'o CL E w z c « a N � C 7 c � � C Q p � a U ti y L O U D � E E C y C =a pio a o° w a. = g c d ° o 4 if II r. " LL y �Iyy U a o c • N W c o I� N S o C II 11 II II 11 �y U3 Q C T N N �Ipp O N d �eyy N e N N N LL O O C O C C C G G C O O G C G G G G O O G O G N r r 10 h r q O O N N ryN� eD nn C O UI C M M I M M M M M en 9 O t� M O t� oW t M p N O O M M th ppd t�l t7 M t� p N t�l qN cc N T 8 J < Y ttOp �mp N �p ��pp S N ��pp O << �Ipp D r Oy m da m �p S A N N o 0 A 0 M I MM M UI M M t p�p l N [h d^ M M m C tH t�l O Myr O M M O O M M 0 M M m R t7 R t7 R yMp t rMp �t cq GO 6 r r r r tV h N Yf tT OI 9p e7 t M M M M t+l Y p O !- N N M d N N N s ar • a �eyy M d a VI d N �Ipp ��pp N M M p�pl q YI d I M m N N O 6 M N M A N Ol N tO N m N 8 C C � r y �eyy yy �e �p N C N N • Z v N e M N .^- N N N t+� N N N N N Ij 0 C O G G C G C G O G O O O O O i O G O O O G O 6 • V e o o Oi N ry M N �i N 8 Q H N e M 0 M N M N CC N n N d O IIR M N O o Ie1 N d eD M O O N of f m M N O O O Y N eV N It Ol Ol eO• Ol T m tT m 0 O T m I m n n O I O I Ol I Ol I Ol m a I W m Ol e Z d d v s E 25 25 25 25 25 ZS 25 X 25 2S N N ui N 6 O 25 O 6 N 6 O X O 6 O 25 O 25 O ci O eO S C G 0 G 0 O O C 0 0 C G 0 C 0 0 0 G G C O O O G O G O C 0 0 C O O G O O O O O C O O O G ° O O o 6 0 0 0 o c o o o ° ° O o 0 a o c o 0 w cS 25 i 14 S O n r N m O N ° e O d " o 6 G to N G G ry 6 O G o f tV ry O o N O C C O a ry O C a O a � C ell GG t t�l y Q c t�l G app NI t+l p tl e qp Ill tll ° ' tQ � M te1 N ( Ifl OI d 49 N r t+l Nl m C N t+1 N I�l tV t�1 � M N t7 is A N N c N N M M �� Go GN S C4� p p 4 N 4 M e0 ef V N N m 3 O 3 3 3 E C y C =a pio a o° w a. = g c d ° o 4 if II r. " LL y 8 y w U U a o c • N W c o N S o C II 11 II II 11 H U3 Q C T N E Drainage Area Summary - Pipes APPENDIX B1 Caprock Crossing Infrastructure Improvements Drainage Area Summary - Pipes Area # Area, A (acres) C tc (min) 10 year storm 100 year storm 110 (in /hr) Q10 (cfs) 1 100 On/hr) Q100 (cfs) 201 0.06 0.900 10.0 8.635 0.47 11. 0.63 202 0.32 0.900 10.0 8.635 2.49 11.639 3.35_ 203 0.07 0.900 10.0 8.635 0.54 11.639 0.73 204 0.08 0.900 10.0 8.635 0.62 11.639 0.84 205 2.28 0.750 10.0 _ 8.635 14.77 11.639 19.90 206 1.97 0.750 15.0 7.194 10.63 9.732 14.38 207 0.23 0 .900 10.0 8.635 1 1.79 11.639 2.41 2 0.09 0.900 10.0 8.635 0.70 11.639 0.94 209 0.17 0.900 10.0 8.635 1.32 11.639 1.78 210 0.44 0.750 15.0 7.194 2.37 9.732 3.21 211 0.24 0.900 10.0 8.635 1.87 11.639 2.51 212 0.03 0.900 10.0 8.635 0.23 11.639 0.31 213 0.37 0.900 10.0 8.635 2.88 11.639 3.88 214 0.41 0.900 10.0_ 8.635 3.19 11.639 4.29 215 0.32 0.900 10.0 8.635 2.49 11.639 3.35 216 0.42 0. 10.0 8.635 3.26 11.639 4.40 217 1.03 0.750 15.0 7.194 5.56 9.732 7. 218 1.50 0.750 15.0 7.194 8.0 9.732 10.95 219 3.84 0.750 15.0 7.194 20.72 9.732 28.03 220 0.89 0.750 15.0 7.194 4.80 9.732 6.50 221 0.23 0.900 10.0 8.635 1.79 11.639 2.41 222 0.23 0.900 10.0 8.635 1.79 11.639 2.41 223 0.06 0.900 10.0 8.635 0.47 11.639 0.63 224 0.32 0.900 10.0 8.635 2.49 11.639 3.35 225 2.09 0.750 15.0 7.194 11.28 9.732 15.26 226 0.43 0.900 10.0 8.635 3.34 11.639 4.50 227 0.03 0.900 1 0.0 8.635 0.23 11.639 0.31_ 2 0.26 0.900 10.0 8.635 2.02 11.639 2.72 229 0.20 0.900 10.0 8.635 1.55 11.639 2. 230 0.15 0.900 10.0 8.635 1.17 11.639 1.57 231 0.21 0.900 10.0 8.635 1.63 _ 11.639 2. 232 1 2.86 1 0.650 15.0 7.194 13.37 9.732 409 The Rational Method: Q = CIA Q = Flow (cfs) A = Area (acres) C = Runoff Coeff. I = Rainfall Intensity (in /hr) Brazos County: 1= b / (t +d)' t = Time of conce 10 year storm b = 80 d = 8.5 e = 0.763 t, = u(V - 60) itration (min) L = Length (ft V = Velocity (ft/sec) 100 year storm b= 96 d = 8.0 e = 0.730 APPENDIX B2 Storm Sewer Pipe Summary Q W O r L• N m x 0 Z W a a a C C C W a a w W � L 0 .C _ 4) G d 0 L. Q . E (v L. C.1 L. a.► N V c tm H O V Y V 0 a R i 0. ^ V r N N M� ti LOAM (D I- CO r O M O O Nlti r Lo N Cl 00 ti O LO � ti '1' [C M ti M M to ti co O V N tO O 00 M 1� 00 00 O co O ti co Oo IT CD I co (D CO N D y 0 0 0 0 0 IT (D r 0 co 00 M 0 0 0 0 0 0 M O O O O O O M CO V M t` ti CD 0 0 0 0 O O r 0 0 0 0 C) O "T N M M tO M to O O O O O O O O CL m N N M I "T rV (A M I� O Cr N r CO O N N N M N 0 Lo 00 O O M� 0 to d M (A m 1_ r D7 N O O tO r J m O ti ,, O ti ti ti ti (D 00 00 r.-: (D t() l() N O O oO M C7 " 006 • r O O O O O O O O O 0 0 0 0 0 0) O O = co co M M M M CM m M M M M M M M co M co N N N CM c O O O 0 0 0 0 0 0 0 0 O Cl O 0 Cl 0 0 0 0 0 0 Lo M O N LO M r'it M r 00 It O 0 O II- ti LO M LO N J $ t` O tO LO M M O LO M CD O r M 0) . 00 00 I M I ti CO I ti U') 00 00 I to LO M O m 00 00 N = O O O x 0 0 0 Cl 0 0 0 O O O 0 0 M 0 M 0 M 0 0 0 0 M M M M M co M M m M M m co co M M N N N N O. a. N N N N N N N N N N N N N N N N N N N N N N 7 O O O 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 m 0 0 Cl 0 0 0 0 0 0 0 0 O O O 0 0 CD 0 0 0 0 0 C N CL O O N N O O LO d tO O M a O r o O O cM 0 LO O O O �o totntO OONIl- N totn M OOto C' tn to0 (U "O O O r r r O O O O O r r O r O r r r r O r c J fl N It to 00 1 'It N (A M ' V "r N N U) I- N LO N 00 .. �' r r N M M M O CO M ti(O O O Lr) vC7r000000 LO 0A d 00 M CO I` 00 ti(0 rO WLOq' CO LO >"000 rro00000 000 a0o0O)(rrno c M M M M M M C'M M M CM 0) M M M M M M M N N N M C rt LO N ti r 'T N t• M N It '-T d M N LO N N t0 N O O T7 (D I* CO U') O CO CA O CO M B M O 1__ LO CD r CD co 't O d O r M O) qt OO M I` in CD [t r S > OO Cl (D 0 to 0 O — 00 00 LO It 0 M 0 0 tO 0 0 O O O O O O (A M O O Cl c M M M CM M M cM CM cM cM cM M M M CM cM Cl) N N N N cM L O c O r'- N r(o D O C) N r C4 O O N O 00 co U') 0 0) � 0) �.. Ir r N ti r MN r M � (D d co Cl) CO CON c N 13 U) C 00OCD CoIt,'O 0000 T T�v OO(Dct C v r M C) r N N Ce) M r N 0 r r r N N N N Cl) CM V) N M J 3 LL .. (D O 00 00 N 00 O oO CO Ln 00 N NO O to r- 0) LO r r M V: 'T r t'.: 00 00 M V: Uc lo: O LO N tOO C) O N CV d' 1` 00 LO O I*- 00 r et O 'd- d' 0) 't r Q" M Ul) r N N CM CM N N N N V tO LO N Lo 0 m cc 000 to LO LO rP_ O co MOOtOO V) C) OR M M v O O 0) C OR O tO M N (>D a0 O r tO d 3 O CV r r M d CO N r N r r M CO r r N LO CO 00 CO 1 r ti r ti r r N Q N v� N M lA r LL O Z N c C ' ) 04 •-0O)t co L0 00 00 tO M N r ti N E r O r r O N N r r r r> r 0 0 0 0 C r N CO r N M V LO (O 1- 00 r N M r N (M ct to co I� OO 000 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 r r r N N N N N N N N M M M It IT tt IT lI' It v IT Q 000 00000000 000 00000000 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z C J W W W W W W W W W W W W W W W W W W W W W W a n. o. aaaaaan.m aaa aaaaaaaa ao.a an.n.aan.aa aaa an aaaaCL 0 Z C r0 r r 0) CO tO �t M N 00 I� r r MN r r Nr000I N N N r r COLO0) r r r J N M X 0 Z W a a Q Q W O O r C C C CO W i a w W W U) 0 r c d E d 0 Q. E V tr r y.. c tM c . O V U Y V 0 a A ? I to 1 ti tO V w M M, L M y O fl- to N I N N , to V r N N M r N CO O O r- V r V ti N N CO O O M M V ti 00 CO � C IO � c-i CO V to r-- CO LO ti ti ti 00 I%- rl- D - y to O M — M O N N I- LO V M — cO M M tCO V CO M M N r 00 ti M ti e- M M O O LO N O to V CO I� tO to N ti N ti M CO M N I` M M N to ti N to CO V I- co ti ti Q O LO Cl N O a Cl LO 0 O 0 CO Cl M 0 CO 0 M 0 M 0 M O O O O O M 0 O 0 CO 0 V 0 M 0 N 0 N Co M 0 J O N O N M �- I d CM r O I� V: Uf N I* V N (� .. M 00 CO N M M O C7i ti C7 a) co N O M to O tIi m ti = O O O 0 0 0 0 0 0 �- 0 0 -- O O O M M Cl M M M M M M M M M M M M M M M M M M M N N M C O O O Cl Cl 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 I- M M V 00 V to Cl) V N CO I` s ti r c- to 00 O � $ 00 M ti Cfl .- O M M O N r- ti V 00 � O O R ti N M C7 00 00 ti O M CA I` CA 0) CO Cl 00 Il O ti N C7i CA M CO = 000 r X000000 • -OO ��00MMMO M M M M co CO M M M M M M M M M M CO M N N N M 4) fl. d N N N N N N N N N N N N N N N N N N N N N N CD M r O r O r O 0 0 0 r 0 � 0 r 0 — 0 0 r O e O O 0 0 0 0 0 r q 0 0 M O O O 0 0 0 0 0 0 0 0 O O O CD 0 0 0 0 0 0 C) C a) C1 to N N a O LO 00 M O O r- O O O M CO CO 00 a ��tototo OONtiN Ci OO tn OrOMN a) x' 0 0 a a 0 C J O D N I to ao l�� V NMM V It V NN ON N �� r NM O V O MMO to V to O M MME I CO CO O to V CM 00 ao CO � _ 00 O f� O CO O r r 0 0 V 0 CO 0 0 0 O O O O O O .- O M M M � O C M M M M M M M M M M M M M M M M O M N N N M C V LO N I� V N f� M N V V V M N to N N to N O M CO O to 00 00 O M M V O M r CO O M M V M to V CI) Soo CO LO O 00 to d ' M to to M I CO CO V V � M M ti W r O O 0 0 0 0 O O O O O O O O O O M M M O O C �' M M M M M co M M M M M co M co M M M N N N N M L cm M O L O M N N OHO N O 00 O M V M J Ln M CO d N ti "t M N"t M V CO V CO m N M '0 CO N m J a) N .-. L (n C w O CO w V V O M O V N 00 00 CO V V V V O O co V a) - � M CM N N M M N D N N N N M C'M M N C M J 3 U- 00 to 00 CO N CO M ~O CO O 00 N NO O to r- M V to M O y M O M T V I I,- 00 M M V to V O O CO V O to 8 v 6 CV N V ti o0 to 0o ti 00 M V O V V of V V CL M to N N M M r' V N NNN V LO LO N to U a) w M 00 to V V I` M M CO ti N M N N CA — M CM O V M V; N Mr N N 7 M 7 M M M O M M OR M tO r r 3 UM u i a OCOCO M 6L O w ao NNr —M Mtn N'V Li. - O Z N — — — . r- O 0 - M N O M I W to O -j M tO V Cl) N ti N E b 7 0 3 0 7 0 N N e- e- v 0 e- C N C'M N M V to W ti 00 N M N co) V tO CO I 00 O O O 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 N N N N N N N N M M M V V V V V V V V 000 00000000 000 00000000 C Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z J W W W W W W W W W W W W W W W W W W W W W W aaa aaaaaaaa an. n. aaaaaaaa aaa aaaaaa.n.a aaa an.aaaaaa 0 Z C O M CO to V M N tl0 �- V M N N N N O N w I� CO r tO r- M J APPENDIX B3 Storm Sewer Inlets in Sump — Design Analysis APPENDIX B3 Caprock Crossing Infrastructure Improvements Storm Sewer Inlets in Sump - Design Analysis Inlet Length Q10 D10 D10 Q100 D100 D100" No. ft. cfs ft. in. cfs ft. in. 1101 5 2.95 0.363 4.36 3.98 0.443 5.32 1102 5 1.62 0.243 2.92 2.35 0.312 3.74 1201 5 2.02 0.282 3.38 2.72 0.344 4.13 1202 5 2.10 0.289 3.47 2.83 0.353 4.23 1203 5 6.06 0.586 7.04 8.17 0.716 8.59 1204 10 5.75 0.357 4.28 7.75 0.435 5.22 1401 5 3.45 0.403 4.83 4.82 0.503 6.04 1402 5 3.57 0.412 4.95 4.82 0.503 6.04 Public Access Easement elevation varies in height from gutter line so 100 -yr storm runoff is contained within Roadway Assume 10% clogging for design APPENDIX B4 Storm Sewer Inlets on Grade — Design Analysis A x c z W N a U) Q Tc m C N d � > C oa a� O1 E df d � r 0 V � V � N (; c C � C d y c H ` 0 d V � Ac y v O � V y � c C O3 u c J c O O_ d dl to CL >, an � c C O C O_ a a l dl ml (� t G P cm c4 J m, C I co vv h 9 ci 6 ci o 1 t0 O O— 1- O v I. N N M h N 0 O — M O O N I v v n O LO N N N N N N— fV Lo O O M .- v w a 1. Ln 6 0 6 6 0 j m co 1 fl. cn N m� 70 N O cq- Cn 10 o cO of of of - ° ao ° o c o ° c rn 0 o i O O O N Ln f- M 1 I-- t` O LO to C ' N r N C A II m O N Ol rn 1 O N N I n�rl E 1O o (' 3 c_ t N 1 ei ri r4 a-1 �-1 i-i �•-1 N ' N � d § N O l0 C a O C C y= O r. N It 3 O U y 2.2 In Ln Ln to Ln Ln Ln N p W • « C w O N L c H a �� ; m .. a ; o c c� O t d . N fC 'O C C C ,+�+ O M M V v v V t� 11 r 2 11 L 11 W J V X II II 11 U W M fn W N 0) m cY (AJ rn rn 04 O M 00 m O W s � n t d U) Cl) W c m E O G E C V m aC7� U LL Y - 6 2 L Et m CL V 0 � E m N u 3 m S h a` m Oo 0 � T 4 u N ems p II a� 11 11 II tV N N N N N N pgy N N. m cq i0 N a0 N N r N N 1q N N a y N tO �i O N it N t lV N N b C t7 ry y n O N N' O 0 N �p ��pp N N N Gp O t�pOp N 7 O — c o o c o c c c o 0 N 0 N 0 o a o 0 0 Nl o o N o 0 0 0 0 8 C Q Y O N !! N N o o O O 0 m � emp m A N _ 1. mm N l�l V N A A f ci N O N O N M O fV N t n M e $ M m 1p $ $ c $ $$ M M au m ed a 1p au m m m i m a m m m m ae m Ic m a m m a m o m a m o> m m m ari .Y E -00 2S 00 S S 0 g 25 00 25 00 Q o 25 n � u S od X25 00 o 000 Qg m S W 5 2S 25 0 5Q 2S S 00 S 00 25 S 0 5 e � d 25 0 g m 25 0 0 o o 0 0 0 0 0 0 0 0 0 •� o 0 `0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $ $ 8i $ $ $ $ $ $ $ Si, $ $ $ $ $ 0 0 0 o 0 0 0 0 o o 0 o O o o o c o 0 0 o G o 0 O w E ci o o S o ry e�i i3 € 2S o Xj g $ ry — o 0 0 0 0 0 0 0 0 0 0 o m o 0 , 0 0 o c o 0 0 0 a M N N N N N N N N N N N N N� N N N� N N tV fV N < m a � a a m < m < m < < y <m a < ♦ a �_ `o m � G < � Q a p m_ m a E m N u 3 m S h a` m Oo 0 � T 4 u N ems p II a� 11 11 II APPENDIX B5 Depth of Flow in Gutter E 0 „ e LL � rn W Q V � c `o � II 11 II 11 N V G o N N M N M �Op On M N S N ryry N N N �pp N 1qq O N N y Y N O N N N N C C C G C O O LL O c G G O G 0 0 O O 0 0 C O O O ° a W N n N V r r r 01 O O" m6 O' h pp b ((yy N O tD �p 00 A N Y Oopi Ci Oi Oi M .� $ OOpi 0 S O A p O O p A p �0yy C f0 Y �0pp Y! W, Of � t 0 W ��pp N N1 N O, N NN. �{yy 00 � �p 1. N S !� �p S yy OO 0mp m ■ryi� O A O pN �D a Y O M N N �p Uf �p �p ID t0 r t� y y OD 00 �p t0 O N Yf d 0 MNy M t0 0O0�� O t J T� LL N O' MM pp O V Nl OD M OD C'f OG OD M yy M Yp G O O 'm M p ry O O O O p � p N tJ M M M M Mpp M A 0 O r O O 1 ^ N N O l�l t f� yM� d r r ONO, OppNO�, 000, ^aO O 00 C Q O 8 d S , m do . O 0 „ e LL � rn W Q V � c `o � II 11 II 11 P' 01 ' ^ N Nl lV N M M N CI N OV OV O to fV lV ° a m m m6 a �0yy C f0 Y �0pp Y! W, Of � t 0 W ��pp N N1 N O, N NN. �{yy 00 I b �p 1. N S !� �p S yy OO 0mp m O A O C T N A O M A Ol ^ OD �O0pp O N Yf d 0 MNy M O 0O0�� O r r M N M O y N d y O � — C 8 d ��OO 8 t M y W r Y y r M N p0pp 00 N �O O Cf V d N m M O Go M N N G Y' N N N N N O N 0 0 N O O N M Y O ni N OI O� M M O� OI M M A M O• 0� 0 N W 0) W O� 00 tp lD V) 00 �O tD VD H Z b uD b 1p OD �O b 00 t0 �O t0 OD 1p f0 v E 8 .� 0 2i Y3 0 0 0 8 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 � 2S 2S 0 0 0 � 25 0 0 7 0 2S 0 25 0 0 0 1p S O O O 0 0 O O O O O O O O O 0 0 O D O O i c c o c o c 0 c c c o c d c c o c 0 0 0 0 Q . O O G O 0 0 O O O O m N O O 0 0 O O O O O 0 0 7 O ,7� y y aQ G t0 m n 7f 0 0 �y o g M y a c iy 0 o f �ry 0 N o o 0 0 o c o 0 0 o 0 0 o c o 0 0 0 0 0 0 0 C C Q c� y N N QQQ N N N N N N N N N N N N N N N N N N N N N Y C « 0 O CL ■ 0 0 0 N N h N e M d Y Y Z v j_ +_ 3 V G S , m do . O 0 „ e LL � rn W Q V � c `o � II 11 II 11 APPENDIX C Drainage Channel Analysis Channel Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. Appendix C - Drainage Channel No. 1 (25 yr) Trapezoidal Area (sqft) Bottom Width (ft) = 2.00 Side Slopes (z:1) = 4.00, 4.00 Total Depth (ft) = 4.00 Invert Elev (ft) = 305.72 Slope ( %) = 0.61 N -Value = 0.035 Calculations Compute by: Known Q Known Q (cfs) = 35.77 Friday, Oct 12 2012 Highlighted Depth (ft) = 1.51 Q (cfs) = 35.77 Area (sqft) = 12.14 Velocity (ft/s) = 2.95 Wetted Perim (ft) = 14.45 Crit Depth, Yc (ft) = 1.16 Top Width (ft) = 14.08 EGL (ft) = 1.64 Elev (ft) Section 310.00 309.00 308.00 307.00 306.00 305.00 304.00 Depth (ft) 4.28 3.28 2.28 1.28 0.28 -0.72 0 5 10 15 20 25 30 35 40 45 -1.72 Channel Report Hydraflow Express Extension for AutoCAD® Civil 3D0 2013 by Autodesk, Inc. Appendix C - Drainage Channel No. 1 (100 yr) Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 4.00, 4.00 Total Depth (ft) = 4.00 Invert Elev (ft) = 305.72 Slope ( %) = 0.61 N -Value = 0.035 Calculations Compute by: Known Q Known Q (cfs) = 42.24 Elev (ft) 310.00 309.00 308.00 307.00 306.00 305.00 304.00 0 Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) 5 10 15 20 25 30 Depth (ft) 4.28 3.28 2.28 1.28 0.28 -0.72 -1.72 35 40 45 Friday, Oct 12 2012 = 1.62 = 42.24 = 13.74. = 3.07 = 15.36 = 1.25 = 14.96 = 1.77 Channel Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. Appendix C - Drainage Channel No. 2 (25 yr) Trapezoidal Area (sqft) Bottom Width (ft) = 2.00 Side Slopes (z:1) = 4.00, 4.00 Total Depth (ft) = 4.00 Invert Elev (ft) = 303.44 Slope ( %) = 0.31 N -Value = 0.020 Calculations Compute by: Known Q Known Q (cfs) = 60.25 Elev (ft) 308.00 307.00 306.00 305.00 304.00 303.00 302.00 0 I Section Depth (ft) 4.56 KM 2.56 1.56 0.56 -0.44 -1.44 10 15 20 25 30 35 40 45 Friday, Oct 12 2012 Highlighted Depth (ft) = 1.72 Q (cfs) = 60.25 Area (sqft) = 15.27 Velocity (ft/s) = 3.94 Wetted Perim (ft) = 16.18 Crit Depth, Yc (ft) = 1.47 Top Width (ft) = 15.76 EGL (ft) = 1.96 Channel Report Hydraflow Express Extension for AutoCADO Civil 3138 2013 by Autodesk, Inc. Appendix C - Drainage Channel No. 2 (100 yr) Trapezoidal Bottom Width (ft) = 2.00 Side Slopes (z:1) = 4.00, 4.00 Total Depth (ft) = 4.00 Invert Elev (ft) = 303.44 Slope ( %) = 0.31 N -Value = 0.020 Calculations Compute by: Known Q Known Q (cfs) = 71.18 Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Friday, Oct 12 2012 = 1.84 = 71.18 = 17.22 = 4.13 = 17.17 = 1.59 = 16.72 = 2.11 Elev (ft) Section 308.00 307.00 306.00 305.00 304.00 303.00 302.00 Depth (ft) 4.56 ........ ..... . ....... . ...... ... . ... . ...... . .... . ......... 5 10 15 20 25 P'f --- L /ll\ 3.56 2.56 1.56 0.56 -0.44 -1.44 30 35 40 45 Channel Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. Appendix C - Drainage Channel No. 3 (25 yr) Trapezoidal 20 25 Bottom Width (ft) = 2.00 Side Slopes (z:1) = 4.00, 4.00 Total Depth (ft) = 4.00 Invert Elev (ft) = 306.13 Slope ( %) = 0.63 N -Value = 0.035 Calculations Compute by: Known Q Known Q (cfs) = 9.58 Elev (ft) Depth (ft) A 07 311.00 310.00 309.00 308.00 307.00 306.00 305.00 Section ...... . ..... . . .. ..... I .. ................ .. .............. 0 5 10 15 20 25 30 35 40 45 = 8.93 Crit Depth, Yc (ft) = 0.61 Top Width (ft) = 8.72 EGL (ft) = 0.91 Friday, Oct 12 2012 Highlighted Depth (ft) = 0.84 Q (cfs) = 9.580 Area (sqft) = 4.50 Velocity (ft/s) = 2.13 Wetted Perim (ft) = 8.93 Crit Depth, Yc (ft) = 0.61 Top Width (ft) = 8.72 EGL (ft) = 0.91 3.87 PAM 1.87 0.87 -0.13 -1.13 Channel Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. Appendix C - Drainage Channel No. 3 (100 yr) Trapezoidal Area (sqft) Bottom Width (ft) = 2.00 Side Slopes (z:1) = 4.00, 4.00 Total Depth (ft) = 4.00 Invert Elev (ft) = 306.13 Slope ( %) = 0.63 N -Value = 0.035 Calculations Compute by: Known Q Known Q (cfs) = 11.31 Friday, Oct 12 2012 Highlighted Depth (ft) = 0.91 Q (cfs) = 11.31 Area (sqft) = 5.13 Velocity (ft/s) = 2.20 Wetted Perim (ft) = 9.50 Crit Depth, Yc (ft) = 0.67 Top Width (ft) = 9.28 EGL (ft) = 0.99 Elev (ft) Section 311.00 310.00 309.00 308.00 307.00 306.00 305.00 Depth (ft; 4.87 0 5 10 15 20 25 30 35 40 45 3.87 2.87 1.87 0.87 -0.13 -1.13 APPENDIX E Pond Drainage Area Summary A d ` q A a a o a U d Pr P. U O G y ,.` - 9 C_ Ei O G U O V C) E r: .Y S O O V r M N 00 a .1 w II II II II d U IFI L O Y C g in l� b 70 M \0 r N 10 r h V'� DD r r r N b A T O O 8 Y r a V 00 7 W Oa O O N b O N r ono N Vt r M 1 0 16 10 d T L O L d T 00 t� n r O M DD 10 _ Y O L u T O 4 'IC N b 7 N V 9 L y L a, a U M O V 7 tV O t- r N oo N M y d Q h fV N p O M O M o M 0 0 � ❑ o v `a � 3 O M o N o � � � o N o M ❑ y y y As 3 a, U M M M M W O M U O p M M oeff G M M ❑ a 0 o a o y o � 8 O c a° ❑ � a v c � > O d �e v, � `o ^ 00 .o q U W o a 9 at o o O O a° c O d AO❑ 8 o W p o * U U U U O G y ,.` - 9 C_ Ei O G U O V C) E r: .Y a � � S V O a U y U O w w � � o V a ° w II II II II d U IFI o � c i a, o0 0 � II II II 0 0 i V1 � II II II h 7 � II II II �l N E M 5 00 00 O � II II II O r O � h b o0 O i II II II N APPENDIX E2 Time of Concentration — Pond Areas Caprock Crossing Time of Concentration - Pond Areas Appendix E2 T ,, = 0.007 "n ° _ 8 (P z) 0.s + (g) 0.4 T, = time of concentration for sheet flow (hr) L = length (ft) n = Manning's n P = 2 - yr rainfall intensity (in/hr) for Brazos Co. _ S = slope (ft/ft) (TR -55 Method) T = L /(60"V) 4.5 T = travel time through ditch or gutter (nun) L = length of travel path (ft) V = velocity (ft/sec) nAlnl n A 102 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Shallow Concentrated Flow Total T, Drainage Area n Length Slope T, Length Slope Velocity T,.,d Length Slope elocity T„, Length Slope Velocity T,.,d ft % min. ft % ft/sec min R #147: ft/sec min ft % ft/sec min min 101 0:24 250 - 2 25.0 210 2.0 2.5 1.4 205 '' Z.43 2.0 1.7 192 1,69 2.1 1.5 29.7 n A 102 Sheet Flow Drainage Area n Length ft 103 ' 014 ' DA 103 Shallow Concentrated Flow T, Length Slope Velocity T,,,, min. ft % ft/sec min 26. L 329 1!.8 ` 2.2 2.5 Shallow Concentrated Flow Lengt#Slope Velocity Tp,�,a ft ft /sec min 371 2.5 2.5 nAlt)d Shallow Concentrated Flow Length Slope Velocity I T,� „ ft % ft/sec min ` 202 1.41 2.0 1.7 320 1.9 3.0 1.8 Total T, min 34.5 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Shallow Concentrated Flow Total T, Drainage Area n Length Slope T,,-, Length Slope Velocity T ,,,a Length Slope Velocity T „ or „ ea Length Slope Velocity T „ ft % min. ft % ft/sec min ft % Mee min ft % Mee min min 102 0:24 250 1:8 . 26.1 329 1.8 2.2 2.5 371 Z.43 2.5 Z.5 `202. 1 :41' 2.0 1.7 32.7 Sheet Flow Drainage Area n Length ft 103 ' 014 ' DA 103 Shallow Concentrated Flow T, Length Slope Velocity T,,,, min. ft % ft/sec min 26. L 329 1!.8 ` 2.2 2.5 Shallow Concentrated Flow Lengt#Slope Velocity Tp,�,a ft ft /sec min 371 2.5 2.5 nAlt)d Shallow Concentrated Flow Length Slope Velocity I T,� „ ft % ft/sec min ` 202 1.41 2.0 1.7 320 1.9 3.0 1.8 Total T, min 34.5 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Shallow Concentrated Flow Total T� Drainage Area n Length Slope, T, Length Slope Velocity T,,,, Length Slope Velocity T,,,, Length Slope Velocity T,,, ft % min. ft % ft /sec in ft % ft /sec min ft % ft/sec min min 104 0.24. 250 1 28.1 ` 1303 1.7 ': 2.2 9.9, 38.0 Time of Concentration - Pond Areas Appendix E2 00 . o_s ( z) o.s * 0.4 T, = time of concentration for sheet flow (hr) L = length (ft) n = Manning's n P = 2 - yr rainfall intensity (in/hr) for Brazos Co. _ S = slope (ft/ft) 4.5 (TR -55 Method) T = L/(60 *V) T = travel time through ditch or gutter (thin) L = length of travel path (ft) V = velocity (ft /sec) DA401 DA402 Sheet Flow Shallow Flow Shallow Concentrated Flow Shallow Concentrated Flow Total T Drainage Area n Length Slope T, Length Slope Velocity T,,,�,_ Length Slope Velocity T „ Length Slope Velocity T.,- ft % min. ft % ft /sec min ft 1 % R sec min ft % ft /sec min min 401 0.24 250 2.8 ' 21.9 ? 88 1.8 1 Al 1079 - 3.5 5.1 10.0 DA402 DA403 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Shallow Concentrated Flow Total T,. Drainage Area n Length Slope T Length Slope Velocity T j Length Slope Velocity T..,„,,, Length Slope Velocity T,,,, ft % min. ft % ft/sec min ft % ft /sec min ft % ft /sec min min 402 0.24 250 2.8 ' 21.9 ? 88 1.8 .5 0.6 Al 1079 - 3.5 5.1 10.0 DA403 DA404 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Concentrated Flow Total T, Drainage Area n Length Slope T,,,,, Length Slope locity T,,,,�,_ Length Slope Velocity T.,.,,a Length Slope Velocity T,,,�„ ft % min. ft 418 /sec min ft % ft/sec min ft 1 % ft/sec min min 403 0.24 250 2.8 ' 21.9 ? 88 1.8 .5 0.6 Al 1079 - 3.5 5.1 27.6 DA404 DA405 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Concentrated Flow Total T, Drainage Area n Length Slope Th, Length Slope Velocity T,,,, Length Slope Velocity T,,,, Length Slope Velocity T,, ft % min. ft % ft/sec min ft % ft/sec min ft % ft/sec min min 404 0.24 200 2':' 20.9 '- 342 1.8 2.5 2.3 Al 282 3.0 1.6 24.8 DA405 DA406 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Concentrated Flow Total T, Drainage Area n Length Slope T4., Length Slope Velocity T,,,, Length Slope Velocity T„ Length Slope Velocity T,, ft % min. ft % ft/sec min ft % ft /sec min ft % ft/sec min min 405 0.24 200 1 . 20.9 975 1:7 ` 2.5 6,5 Al 86$ 3.5 4.1 27.4 DA406 Sheet Flow Shallow Concentrated Flow Shallow Concentrated Flow Concentrated Flow Total T, Drainage Area n Length Slope Ts,„ Length Slope Velocity T„ Length Slope Velocity T„ Length Slope Velocity T,,, ft % min. ft % ft /sec min ft % ft/sec min ft % ft/sec min min 406 0.24 250 L5, - 28,1 160 1.9 .: 2.0 1.3 Al 86$ 3.5 4.1 33.5 APPENDIX E3 Detention Pond Summaries Detention Pond Appendix E3 Detention Pond Summaries Detention Pond 1 Summary Design Storm Inflow Outflow Plugged W.S. Plugged W.S. Inflow Outflow Outflow Outflow Elevation Elevation (yr) (cfs) (cfs) (cfs) (ft) (ft) 2 62.92 7.78 0.00 - ----------- 302.04 ----------- 304.36 -------------------------- ----------------- ----------------- 10 ---------------------- 85.87 - - - - -- 8.94 ---------- 0.00 302.82 304.94 25 98.07 9.50 0.01 303.21 305.20 50 110.86 10.00 5.97 303.60 305.44 100 115.75 10.39 9.88 305.28 305.50 *Top of Berm = 306.00' Freeboard = 0.50' Temporary Detention Pond 3 Summary Plugged W.S. Plugged W.S. Design Storm Inflow Outflow Outflow Elevation Elevation (yr) (cfs) (cfs) (cfs) (ft) (ft) 2 5.44 2.76 0.00 •------ -- -- - - - - -- 300.30 - - - -- -- - -- 300.59 ---------- ------- --------- ----------------- ----------- - - - - -- 10 --- - - - -- 9 7.79 - - - -- 4..26 26 - - -- 0.00 3 60 ----- 300.84 25 8.97 5.05 0.00 300.45 300.97 50 1 10.21 5.88 0.00 300.50 301.09 100 10.67 6.21 0.00 300.52 301.14 *Top of Berm = 305.00' Freeboard = 3.86' APPENDIX E4 Detention Pond Area /Capacity Data Detention Pond Appendix E4 Detention Pond Area /Capacity Data Pond Volume Equation V = H * ([Al +A2 + (Al *A2) /2 1/ 3) V = volume, ft A = area, ft H = difference in elevation, ft Detention Pond 1 Storage Elevation Depth Area Volume Cumulative 90 % Cumulative Depth Area Volume Volume Volume Volume (ft) (ft) (ft 2 ) W) (ft) (ft) 301.5 0.0 200 0 0 - - - - -- 799 - - - - -- 0 --------------- 719 -------- - - - - -- 302.0 0.5 3730 799 -------- 303.0 - - -- 1.5 -- -- 29479 - - - -- 14,565 - - -- 15,364 - - - - -- - - - -- 13,828 - - - - -- ------------- ------- - - - - -- 304.0 ------ - - - - -- ---- 2.5 - - -- -- 36,855 - - -- 33,098 - - -- 48,462 - - - - -- - - - -- 43,616------ - ------------ - - - - -- ------------- 305.0------------ ----- 3.5 - - -- -- 43,163 - - -- 39,967 88,430 79,587 ------ 306.0 4.5 52,226 1 47,623 136,052 1 122,447 Temporary Detention Pond 3 Storage Cumulative 90 % Cumulative Elevation Depth Area Volume Volume Volume (ft) (ft) (ft 2 ) (ft) (ft) (ft) 300.0 0.0 29691 0 ---------- - - - - -- 0 - - -- - ------ --------------------------- _ - - -- 31 1,536 0 ------------ 1.0 33417 31,536____ _____________301.0____________ 302.0 - - -- 2.0 -- -- 36290 - - -- 34,844 66,379 59,741 303.0 3.0 39,-117-.----3.7,695 - - - - -- 104,074 ------------- - - - - -- 93,667 --------------------------------- -------------------------- - - - - -- 304.0 ------- - - - - -- 4.0 ----- - - - ------ 41,955 40,528 144,602 130,141 305.0 1 5.0 1 4,937 1 43,437 1 188,039 169,235 APPENDIX E5 Detention Pond Elevation — Discharge Data Detention Pond Appendix E5 Elevation - Discharge Data Detention Pond 1 Depth - Discharge Data Pond 15" Discharge Pipe Overflow Total Design Elevation Depth Flow Spillway Flow (ft) (ft) (cfs) Flow (cfs) (cfs) 301.5 0.0 0.00 0.00 0.00 302.0 0.5 1.10 0.00 1.10 303.0 1.5 4.49 0.00 4.49 304.0 2.5 7.53 0.00 7.53 305.0 3.5 9.66 0.00 9.66 306.0 4.5 11.39 0.00 11.39 Notes: 1. The outlet structure is a single 15" HDPE Pipe. 2. The overflow spillway is a trapezoidal weir at 305.28' with a width of 28'. Detention Pond Elevation - Discharge Data Plugged Condition Detention Pond 1 Depth - Discharge Data Pond 15" Discharge Pipe Overflow Total Design Elevation Depth Flow Spillway Flow (ft) (ft) (cfs) Flow (cfs) (cfs) 301.5 0.0 0.00 0.00 0.00 302.0 0.5 0.00 0.00 0.00 303.0 1.5 0.00 0.00 0.00 304.0 2.5 0.00 0.00 0.00 305.0 3.5 0.00 0.00 0.00 306.0 4.5 0.00 56.96 56.96 Notes: 1. The outlet structure is plugged under this condition. 2. The overflow spillway is a trapezoidal weir at 305.28' with a width of 28'. Detention Pond Appendix E5 Elevation - Discharge Data Temporary Detention Pond 3 Depth - Discharge Data Pond Trapezoidal Weir 5' Wide Overflow Total Design Elevation Depth Flow Spillway Flow (ft) (ft) (cfs) Flow (cfs) (cfs) 300.0 0.0 0.00 0.00 0.00 301.0 1.0 16.64 0.00 16.64 302.0 2.0 47.09 0.00 47.09 303.0 3.0 86.52 0.00 86.52 304.0 4.0 133.20 0.00 133.20 305.0 5.0 186.15 0.00 186.15 Notes: 1. The outlet structure is a trapezoidal weir with a 5' wide bottom. 2. No overflow spillway. Detention Pond Elevation - Discharge Data Plugged Condition Temporary Detention Pond 3 Depth - Discharge Data Pond Trapezoidal Weir 5' Wide Overflow Total Design Elevation Depth Flow Spillway Flow (ft) (ft) (cfs) Flow (cfs) (cfs) 300.0 0.0 0.00 0.00 0.00 301.0 1.0 0.00 0.00 0.00 " 302.0 2.0 0.00 0.00 0.00 303.0 3.0 0.00 0.00 0.00 304.0 4.0 0.00 0.00 0.00 305.0 5.0 0.00 0.00 0.00 Notes: 1. The outlet structure is a trapezoidal weir with a 5' wide bottom. 2. No overflow spillway. APPENDIX E6 Storage Routing Analysis Parameters Detention Pond Appendix E6 Storage Routing Analysis Parameters t =60s Detention Pond 1 Elevation Depth Discharge Storage 2 s/t 2 s/t + O (ft) (ft) (O, cfs) (s, cf) 301.50 0.0 0.00 0.0 0.0 0.00 302.00 0.5 1.10 719.1 24.0 25.07 303.00 1.5 4.49 13827.6 460.9 465.41 304.00 2.5 7.53 43616.2 1453.9 1461.40 305.00 3.5 9.66 79586.9 2652.9 2662.56 306.00 4.5 11.39 122447.2 4081.6 4092.96 * The flow control structure is a 15" HDPE Pipe. The overflow spillway is a 20' wide trapezoidal weir with crest at Elev. 304.00' Detention Pond 1 Elevation Depth Discharge Storage 2 s/t 2 s/t + O (ft) (ft) (O, cfs) (s, cf) 301.50 0.0 0.00 0.0 0.0 0.00 302.00 0.5 0.00 719.1 24.0 23.97 303.00 1.5 0.00 13827.6 460.9 460.92 304.00 2.5 0.00 43616.2 1453.9 1453.87 305.00 3.5 0.00 79586.9 2652.9 2652.90 306.00 4.5 56.96 122447. 1 4081.6 r 4138.53 * The flow control structure is a 15" HDPE Pipe. The overflow spillway is a 20' wide trapezoidal weir with crest at Elev. 304.00' Detention Pond Appendix E6 Storage Routing Analysis Parameters t =60s Temporary Detention Pond 3 Elevation Depth Discharge Storage 2 s/t 2 s/t + O (ft) (ft) (O, cfs) (s, cf) 300.00 0.0 0.00 0.0 0.0 0.00 301.00 1.0 16.64 28382.1 946.1 962.71 302.00 2.0 47.09 59741.4 1991.4 2038.47 303.00 3.0 86.52 93666.6 3122.2 3208.74 304.00 4.0 133.20 130141.5 4338.0 4471.25 305.00 5.0 186.15 169235.2 5641.2 5827.32 * The flow control structure is a 5' wide trapezoidal weir with crest at Elev. 300.00'. There is not overflow structure. Temporary Detention Pond 3 Elevation Depth Discharge Storage 2 s/t 2 s/t + O (ft) (ft) (O, cfs) (s, cf) 300.00 0.0 0.00 0.0 0.0 0.00 301.00 1.0 0.00 28382.1 946.1 946.07 302.00 2.0 0.00 59741.4 1991.4 1991.38 303.00 3.0 0.00 93666.6 3122.2 3122.22 304.00 4.0 0.00 130141.5 4338.0 4338.05 305.00 5.0 0.00 169235.2 5641.2 5641.17 * The flow control structure is a 5' wide trapezoidal weir with crest at Elev. 300.00'. There is not overflow structure. APPENDIX E7 Detention Pond 1 Inflow & Outflow Hydrographs Detention Pond 1 Inflow & Outflow Hydrographs Appendix E7 Tnflaw Clutflaw" lnflvw Outltovv ':' Inflciw °Outflow" Inflow': Outflow giliflow" Plugged Outflow 2yr- . 2jit ` l0yr l0yr - 25yr ' 25yr - . 50yf^ "- " 50yr, . " 100jn 100yf' . 104r Time( `min ; Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 i • ".- ,' 6.29 0.09 8.59 0.15 9.81 0.19 11.09 0.25 11.58 0.27 0.00 Z' 12.58 1.10 17.17 1.19 19.61 1.24 22.17 1.29 23.15 1.31 0.00 3 18.88 1.39 25.76 1.59 29.42 1.69 33.26 1.79 34.73 1.83 0.00 4; f 25.17 1.78 34.35 2.10 39.23 2.27 44.35 2.43 46.30 2.50 0.00 5'= " 31.46 2.25 42.94 2.70 49.04 2.92 55.43 3.11 57.88 3.18 0.00 6 . .' 37.75 2.77 51.52 3.26 58.84 3.40 66.52 3.62 69.45 3.81 0.00 7 - 44.04 3.25 60.11 3.81 68.65 4.41 77.60 4.69 81.03 4.78 0.00 50.33 3.58 68.70 4.70 78.46 4.99 88.69 5.27 92.60 5.38 0.00 "- 9 " 56.63 4.53 77.28 5.21 1 88.27 5.53 99.78 5.86 104.18 5.98 0.00 ItF " - 62.42 4.96 85.87 5.72 9&67 "< 6.09 110.86 ' 6.45 115.75 : 6.59 0.00 11 "" -- %< 59.77 5.36 81.58 6.20 93.17 6.61 105.32 7.01 109.96 7.15 0.00 `12 56.63 5.71 77.28 6.62 88.27 7.06 99.78 7.49 104.18 7.63 0.00 53.48 6.02 72.99 6.99 83.36 7.46 94.23 7.85 98.39 8.00 0.00 14 50.33 6.29 68.70 7.32 78.46 7.76 1 88.69 8.17 92.60 8.32 0.00 15, : ;" 47.19 6.54 64.40 7.60 73.55 8.03 83.15 8.46 86.81 8.61 0.00 16 " •"" :+ 44.04 6.75 60.11 7.81 68.65 8.26 77.60 8.71 81.03 8.88 0.00 17 40.90 6.94 55.82 8.01 63.75 8.47 72.06 8.94 75.24 9.11 0.00 118 37.75 7.11 51.52 8.18 58.84 8.66 66.52 9.14 69.45 9.32 0.00 19 "° 34.60 7.26 47.23 8.33 53.94 8.83 60.97 9.32 63.66 9.51 0.00 20 31.46 7.39 42.94 8.46 49.04 8.97 55.43 9.48 57.88 9.67 0.00 28.31 7.50 38.64 8.58 44.13 9.10 49.89 9.62 52.09 9.79 0.12 22-, : 25.17 7.58 34.35 8.68 39.23 9.21 44.35 9.72 46.30 9.89 0.77 23 22.02 7.65 30.05 8.76 34.33 9.30 38.80 9.81 40.51 9.97 2.87 24 18.88 7.70 25.76 8.83 29.42 9.37 33.26 9.88 34.73 10.07 4.99 25 15.73 7.74 21.47 8.88 24.52 9.43 27.72 9.93 28.94 10.20 7.06 26 12.58 7.76 17.17 8.91 19.61 9.47 22.17 9.97 23.15 10.30 8.53 27 ", 9.44 7.78 12.88 8.93 14.71 9.50 16.63 9.99 17.36 10.36 9.44 28 6.29 7.78 8.59 8.94 "' = 9.81 9.50 ' 11.09 10.00 <' 11.58 1 10:39 9.88 29 3.15 7.76 4.29 8.93 4.90 9.50 5.54 10.00 5.79 10.38 9.76 30 0.00 7.74 0.00 8.91 0.00 9.47 0.00 9.98 0.00 10.33 9.20 31" •' 0.00 7.71 0.00 8.88 0.00 9.44 0.00 9.95 0.00 10.27 8.49 32 0.00 7.68 0.00 8.85 0.00 9.41 0.00 9.93 0.00 10.20 7.84 33 •. 0.00 7.65 0.00 8.82 0.00 9.38 0.00 9.90 0.00 10.14 7.23 34 " "" 0.00 7.62 0.00 8.78 0.00 9.35 0.00 9.88 0.00 10.08 6.67 35 0.00 7.59 1 0.00 8.75 0.00 9.32 1 0.00 9.85 1 0.00 10.02 6.15 36 0.00 7.56 0.00 8.72 0.00 9.29 0.00 9.82 0.00 10.00 5.68 0.00 7.53 0.00 8.69 0.00 9.26 0.00 9.80 0.00 9.97 5.24 38 0.00 7.49 0.00 8.66 0.00 9.23 0.00 9.77 0.00 9.95 4.83 39 0.00 7.45 0.00 8.63 0.00 9.20 0.00 9.75 0.00 9.92 4.46 40 " • 0.00 7.41 0.00 8.60 0.00 9.17 0.00 9.72 0.00 9.89 4.12 41 ". 0.00 7.38 0.00 8.57 0.00 9.14 0.00 9.70 0.00 1 9.87 3.83 0.00 7.34 0.00 8.54 0.00 9.11 1 0.00 9.67 0.00 9.84 1 3.64 0.00 7.30 0.00 8.51 0.00 9.08 0.00 9.64 0.00 9.82 3.46 0.00 7.27 0.00 8.48 0.00 9.05 0.00 9.61 0.00 9.79 3.29 45 : ; 0.00 7.23 0.00 8.45 0.00 9.02 0.00 9.58 0.00 9.77 3.13 46 0.00 7.19 0.00 8.42 0.00 8.99 0.00 9.55 0.00 9.74 2.97 47 _ 0.00 7.16 0.00 8.39 0.00 8.96 0.00 9.52 0.00 9.72 2.82 48 0.00 7.12 0.00 8.36 0.00 8.93 0.00 9.49 0.00 9.69 2.69 0.00 7.08 0.00 8.33 0.00 8.89 0.00 9.46 0.00 1 9.66 2.55 0.00 7.05 0.00 8.30 0.00 8.86 0.00 9.43 0.00 9.64 2.43 0.00 7.01 0.00 8.27 0.00 8.83 0.00 9.40 0.00 9.60 2.31 " S2 0.00 6.97 0.00 8.24 0.00 8.80 0.00 9.37 0.00 9.57 2.19 0.00 6.94 0.00 8.21 0.00 8.77 0.00 9.34 0.00 9.54 2.08 54 0.00 6.90 0.00 8.17 0.00 8.74 0.00 9.31 0.00 9.51 1.98 55 0.00 6.86 0.00 8.14 0.00 8.71 0.00 9.28 0.00 9.48 1.88 6.. " °. 0.00 6.82 0.00 8.11 0.00 8.68 0.00 9.25 0.00 9.45 1.79 0.00 6.79 0.00 8.08 0.00 8.65 0.00 9.22 0.00 9.42 1.70 58 0.00 6.75 0.00 8.05 0.00 8.62 0.00 9.19 0.00 9.39 1.62 59 0.00 6.71 0.00 8.02 0.00 8.59 0.00 9.16 0.00 9.36 1.54 0.00 6.68 0.00 7.99 0.00 8.56 0.00 9.12 0.00 9.33 1.46 61 0.00 6.64 0.00 7.96 0.00 8.53 0.00 9.09 0.00 9.30 1.39 �w.d2 0.00 6.60 0.00 7.93 0.00 8.50 0.00 9.06 0.00 9.27 1.32 I•.- 63 0.00 6.57 0.00 7.90 0.00 8.47 0.00 9.03 0.00 1 9.24 1.26 64 , ` 0.00 6.53 0.00 7.87 0.00 8.44 0.00 9.00 0.00 1 9.21 1.20 Inflow OutAow . Inflow Outflow luflow, , ' f)uuttIow "Inflow 'Outflow Infiow - Qutflow " Plugged, Outflow 2yr` ' 2yr 10yr `' l0yt 25yr":: ^ . 25 r , 5 r SOyt; I00 ;i 100yr 100yr 65 0.00 6.49 0.00 7.84 0.00 8.41 0.00 8.97 0.00 9.18 1.14 66 0.00 6.46 0.00 7.81 0.00 8.38 0.00 8.94 0.00 9.15 1.08 67 0.00 6.42 0.00 7.78 0.00 8.35 0.00 8.91 0.00 9.12 1.03 68 ' 0.00 6.38 0.00 7.75 0.00 8.31 0.00 8.88 0.00 9.09. 0.98 69 ; 0.00 6.35 0.00 7.72 0.00 8.28 0.00 8.85 0.00 9.06 0.93 70- ' 0.00 6.31 0.00 7.69 0.00 8.25 0.00 8.82 0.00 9.03 0.88 71 0.00 6.27 0.00 7.66 0.00 8.22 0.00 8.79 0.00 8.99 0.84 72 0.00 6.24 0.00 7.63 0.00 8.19 0.00 8.76 0.00 8.96 0.80 73 0.00 6.20 0.00 7.60 0.00 8.16 0.00 8.73 0.00 8.93 0.76 74 0.00 6.16 0.00 7.56 0.00 8.13 0.00 8.70 0.00 8.90 0.72 75 0.00 6.12 0.00 7.53 0.00 8.10 0.00 8.67 0.00 8.87 0.68 76 0.00 6.09 0.00 7.50 0.00 8.07 0.00 8.64 0.00 8.84 0.65 77 0.00 6.05 0.00 7.46 0.00 8.04 0.00 8.61 0.00 8.81 0.62 78- 0.00 6.01 0.00 7.42 0.00 8.01 0.00 8.58 0.00 8.78 0.59 79 0.00 5.98 0.00 7.39 0.00 7.98 0.00 8.55 0.00 8.75 0.56 80" ; 0.00 5.94 0.00 7.35 0.00 7.95 0.00 8.51 0.00 8.72 0.53 81 0.00 5.90 0.00 7.31 0.00 7.92 0.00 8.48 0.00 8.69 0.51 82.' - °- 0.00 5.87 0.00 7.28 0.00 7.89 0.00 8.45 0.00 8.66 0.48 83 = 0.00 5.83 0.00 7.24 0.00 7.86 0.00 8.42 0.00 8.63 0.46 84 0.00 5.79 0.00 7.20 0.00 7.83 0.00 8.39 0.00 8.60 0.43 85 ° 0.00 5.76 0.00 7.17 0.00 7.80 0.00 8.36 0.00 8.57 0.41 86 0.00 5.72 0.00 7.13 0.00 7.77 0.00 8.33 0.00 8.54 0.39 87. '" ' 0.00 5.68 0.00 7.09 0.00 7.74 0.00 8.30 1 0.00 8.51 0.37 0.00 5.65 0.00 7.06 0.00 7.70 0.00 8.27 0.00 8.48 0.35 0.00 5.61 0.00 7.02 0.00 7.67 0.00 8.24 . 0.00 8.45 0.34 9o- - 0.00 5.57 0.00 6.98 0.00 7.64 0.00 8.21 0.00 8.42 0.32 0.00 5.54 0.00 6.95 0.00 7.61 0.00 8.18 0.00 8.38 0.30 92 0.00 5.50 0.00 6.91 0.00 7.58 1 0.00 8.15 0.00 8.35 0.29 93 - 0.00 5.46 0.00 6.87 0.00 7.55 0.00 8.12 0.00 8.32 0.28 94 0.00 5.42 0.00 6.84 0.00 7.52 0.00 8.09 0.00 8.29 0.26 95 0.00 5.39 0.00 6.80 0.00 7.48 0.00 8.06 1 0.00 8.26 0.26 :96 0.00 5.35 0.00 6.76 0.00 7.45 0.00 8.03 0.00 8.23 0.26 97 0.00 5.31 0.00 6.73 0.00 7.41 0.00 8.00 0.00 8.20 0.26 98 _ ,' 0.00 5.28 0.00 6.69 0.00 7.37 0.00 7.97 0.00 8.17 0.26 99 -' 0.00 5.24 0.00 6.65 0.00 7.34 0.00 7.93 0.00 8.14 0.26 100 % 0.00 5.20 0.00 6.61 0.00 7.30 0.00 7.90 0.00 8.11 0.26 101 0.00 5.17 0.00 6.58 0.00 7.26 0.00 7.87 0.00 8.08 0.26 102': -+ 0.00 5.13 0.00 6.54 0.00 7.23 0.00 7.84 0.00 8.05 0.26 103 `.% 0.00 5.09 0.00 6.50 0.00 7.19 0.00 7.81 0.00 8.02 0.26 104 . , = 0.00 5.05 0.00 6.47 0.00 7.15 0.00 7.78 0.00 7.99 0.25 105_ % -_ 0.00 5.02 0.00 6.43 0.00 7.12 0.00 7.75 0.00 7.96 0.25 106 ' "" 0.00 4.98 0.00 6.39 0.00 7.08 0.00 7.72 0.00 7.93 0.25 107 ' " 0.00 4.95 0.00 6.36 0.00 7.04 0.00 7.69 0.00 7.90 0.25 108 -Xll,, 0.00 4.91 0.00 6.32 0.00 7.01 0.00 7.66 0.00 7.87 0.25 109: - 0.00 4.87 0.00 6.28 0.00 6.97 1 0.00 7.63 0.00 7.84 0.25 ` 1 -10 " • "C' 0.00 4.84 0.00 6.25 0.00 6.93 0.00 7.60 0.00 7.81 0.25 0.00 4.80 0.00 6.21 0.00 6.89 0.00 7.57 0.00 7.78 0.25 112 0.00 4.76 0.00 6.17 1 0.00 6.86 0.00 7.54 0.00 7.74 0.25 0.00 4.72 0.00 6.14 0.00 6.82 0.00 7.50 0.00 7.71 1 0.25 134 0.00 4.69 0.00 6.10 0.00 6.78 0.00 7.47 0.00 7.68 0.25 115 ". 0.00 4.65 0.00 6.06 0.00 6.75 0.00 7.43 0.00 7.65 0.24 116 " " 0.00 4.61 0.00 6.02 0.00 6.71 1 0.00 7.39 0.00 7.62 0.24 0.00 4.58 0.00 5.99 0.00 6.67 0.00 7.36 0.00 7.59 0.24 0.00 4.54 0.00 5.95 0.00 6.64 0.00 7.32 0.00 7.56 0.24 ' 1191, 0.00 4.50 0.00 5.92 0.00 6.60 0.00 7.28 0.00 7.53 0.24 . 120 °;'• 0.00 4.45 0.00 5.88 0.00 6.56 0.00 7.25 0.00 7.49 0.24 121._ ':'` 0.00 4.36 0.00 5.84 0.00 6.53 0.00 7.21 1 0.00 7.46 0.24 122 0.00 4.28 0.00 5.80 0.00 1 6.49 0.00 7.17 0.00 7.42 0.24 123 " ' 0.00 4.19 0.00 5.77 0.00 6.45 0.00 7.14 0.00 7.38 0.24 -" 124:;,- 0.00 4.11 0.00 5.73 0.00 6.42 0.00 7.10 0.00 7.35 0.24 0.00 4.03 0.00 5.69 0.00 6.38 0.00 7.06 0.00 7.31 0.24 -f26 0.00 3.94 0.00 5.66 0.00 6.34 0.00 7.03 0.00 7.27 0.23 0.00 3.86 0.00 5.62 0.00 6.30 0.00 6.99 0.00 7.24 0.23 128 0.00 3.77 0.00 5.58 0.00 6.27 0.00 6.95 0.00 7.20 0.23 124 0.00 3.69 0.00 5.55 0.00 6.23 0.00 6.91 0.00 7.16 0.23 0.00 3.61 0.00 5.51 0.00 6.20 0.00 6.88 0.00 7.13 0.23 0.00 3.56 0.00 5.47 0.00 6.16 0.00 6.84 0.00 7.09 0.23 132 0.00 3.53 0.00 5.43 0.00 6.12 0.00 6.80 0.00 7.05 0.23 133 0.00 3.50 0.00 5.40 0.00 1 6.08 1 0.00 1 6.77 0.00 1 7.02 1 0.23 Inflow- `Outflow "Inflor� Guth Inflow Outflow . Inflow Outflow Inflow Outflow Plugged " Outflow ;2yrr - 2yr I -10yr '• 2$yr '25yr '; ":5 r 50yr 100y 100'yr _ , 10 134 0.00 3.46 0.00 5.36 0.00 6.05 0.00 6.73 0.00 6.98 0.23 135 0.00 3.43 0.00 5.32 0.00 6.01 0.00 6.69 0.00 6.94 0.23 136 0.00 3.40 0.00 5.29 0.00 5.97 0.00 6.66 0.00 6.90 0.23 137 0.00 3.38 0.00 5.25 0.00 5.94 0.00 6.62 0.00 6.87. 0.23 138 0.00 3.35 0.00 5.22 0.00 5.90 0.00 6.58 0.00 6.83 0.22 139 _ 0.00 3.33 0.00 5.18 0.00 5.86 0.00 6.55 0.00 6.79 0.22 140 0.00 3.31 0.00 5.14 0.00 5.83 0.00 6.51 0.00 6.76 0.22 141" 0.00 3.29 0.00 5.10 0.00 5.79 0.00 6.47 0.00 6.72 0.22 142" . 0.00 3.27 0.00 5.07 0.00 5.75 0.00 6.44 0.00 6.68 0.22 143 0.00 3.2S 0.00 5.03 0.00 5.71 0.00 6.40 0.00 6.65 0.22 0.00 3.22 0.00 4.99 0.00 5.68 0.00 6.36 0.00 6.61 0.22 15' -,� 0.00 3.18 0.00 4.96 0.00 5.64 0.00 6.32 0.00 6.57 0.22 146 0.00 3.15 0.00 4.92 0.00 5.61 0.00 6.29 0.00 6.54 0.22 147 0.00 3.11 0.00 4.88 0.00 5.57 0.00 6.25 0.00 6.50 0.22 148 "; - - 0.00 3.07 0.00 4.85 0.00 5.53 0.00 6.21 0.00 6.46 0.22 149, 0.00 3.04 0.00 4.81 0.00 5.49 0.00 6.18 0.00 6.43 0.22 15a 0.00 3.01 0.00 4.77 0.00 5.46 0.00 6.14 0.00 6.39 0.21 0.00 2.96 0.00 4.73 0.00 5.42 0.00 -6.10 0.00 6.3S 0.21 I52 0.00 2.92 0.00 4.70 0.00 5.38 0.00 6.07 0.00 6.31 0.21 153 0.00 2.88 0.00 4.66 0.00 5.35 0.00 6.03 0.00 6.28 0.21 I54 " 0.00 2.84 0.00 4.62 0.00 5.31 0.00 5.99 0.00 6.24 0.21 0.00 2.80 0.00 4.59 0.00 5.27 0.00 5.96 0.00 6.21 0.21 156 0.00 2.76 0.00 4.55 0.00 5.24 0.00 5.92 0.00 6.17 0.21 157 "- - 0.00 2.72 0.00 4.52 0.00 5.20 0.00 5.88 0.00 6.13 0.21 158: _ 0.00 2.68 0.00 4.47 0.00 5.16 0.00 5.85 0.00 6.09 0.21 159 " " 0.00 2.64 0.00 4.39 0.00 5.12 0.00 S.81 0.00 6.06 0.21 I60 " °" 0.00 2.60 0.00 4.30 0.00 5.09 0.00 5.77 0.00 6.02 0.21 161 ." "_' 0.00 2.55 0.00 4.22 0.00 5.05 0.00 5.73 0.00 5.98 0.21 162 " " 0.00 2.51 0.00 4.14 0.00 5.01 0.00 5.70 0.00 5.95 0.21 163 0.00 2.47 0.00 4.05 0.00 4.98 0.00 5.66 0.00 5.91 0.20 '164 -,, 0.00 2.43 0.00 3.97 0.00 4.94 0.00 5.62 0.00 5.87 0.20 165. 0.00 2.39 0.00 3.88 0.00 4.91 0.00 5.59 0.00 5.84 0.20 166 " 0.00 2.35 0.00 3.80 0.00 4.87 0.00 5.55 0.00 5.80 0.20 167 0.00 2.31 0.00 3.71 0.00 4.83 0.00 5.51 0.00 5.76 0.20 168 °' 0.00 2.27 0.00 3.63 0.00 4.79 0.00 5.48 0.00 5.72 0.20 169 ;" 0.00 2.24 0.00 3.57 0.00 4.76 0.00 5.44 0.00 5.69 0.20 170 ' 0.00 2.20 0.00 3.54 0.00 4.72 0.00 5.40 0.00 5.65 0.20 171• -" •'• 0.00 2.16 0.00 3.50 0.00 4.68 0.00 5.37 0.00 5.62 0.20 172 " °`" 0.00 2.12 0.00 3.47 0.00 4.64 0.00 5.33 0.00 5.58 0.20 173 "?;_. 0.00 2.09 0.00 3.44 0.00 4.61 0.00 5.29 0.00 5.54 0.20 174' ,, r'" 0:00 2.05 0.00 3.41 0.00 4.57 0.00 5.26 0.00 5.50 0.20 175 ' ' 0.00 2.02 0.00 3.38 0.00 4.54 0.00 5.22 0.00 5.47 0.20 176 m'., 0.00 1.98 0.00 3.36 0.00 4.50 0.00 5.18 0.00 5.43 0.19 1.77' 0.00 1.95 0.00 3.34 0.00 4.44 0.00 5.14 0.00 5.39 0.19 0.00 1.91 0.00 3.32 0.00 4.35 0.00 5.11 0.00 5.36 0.19 0.00 1.88 0.00 3.30 0.00 4.27 0.00 5.07 0.00 5.32 0.19 0.00 1.84 0.00 3.28 0.00 4.18 0.00 5.03 0.00 5.28 0.19 151 0.00 1.81 0.00 3.26 0.00 4.10 0.00 5.00 0.00 5.25 0.19 0.00 1.77 0.00 3.23 0.00 4.02 0.00 4.96 0.00 5.21 0.19 0.00 1.74 0.00 3.19 0.00 3.93 0.00 4.92 0.00 5.17 0.19 184 "",` 0.00 1.71 0.00 3.16 0.00 3.85 0.00 4.89 0.00 5.14 0.19 185 . "% 0.00 1.68 0.00 3.12 0.00 3.76 0.00 4.85 0.00 5.10 0.19 186 W'fl 0.00 1.64 0.00 3.08 0.00 3.68 0.00 4.81 0.00 5.06 0.19 187 "'" 0.00 1.61 0.00 3.05 0.00 3.60 0.00 4.78 0.00 5.02 0.19 0.00 1.58 0.00 3.02 0.00 3.56 0.00 4.74 0.00 4.99 0.19 18 0.00 1.55 0.00 2.98 0.00 3.52 0.00 4.70 0.00 4.95 0.19 0.00 1.52 0.00 2.93 0.00 3.49 0.00 4.66 0.00 4.92 0.19 0.00 1.49 0.00 2.89 0.00 3.46 0.00 4.63 0.00 4.88 0.18 19 =_ 0.00 1.47 0.00 2.85 0.00 3.43 0.00 4.59 0.00 4.84 0.18 193 ' 0.00 1.44 0.00 2.81 0.00 3.40 0.00 4.56 0.00 4.80 0.18 194 ,> 0.00 1.41 0.00 2.77 0.00 3.37 0.00 4.52 0.00 4.77 0.18 0.00 1.38 0.00 2.73 0.00 3.35 0.00 4.48 0.00 4.73 0.18 0.00 1.35 0.00 2.69 0.00 3.33 0.00 4.40 0.00 4.69 0.18 197 ;',' 0.00 1.33 0.00 2.65 0.00 3.31 0.00 4.31 0.00 4.66 0.18 0.00 1.30 0.00 2.61 0.00 3.29 0.00 4.23 0.00 4.62 0.18 0.00 1.28 0.00 2.57 0.00 3.27 0.00 4.15 0.00 4.58 0.18 200-:_'y: 0.00 1.25 0.00 2.52 0.00 3.25 0.00 4.07 0.00 4.55 0.18 2o1 ' "' '" 0.00 1.23 0.00 2.48 0.00 3,21 0.00 3.98 0.00 4.51 0.18 202 0.00 1.20 0.00 2.44 0.00 3.18 0.00 3.89 0.00 4.46 0.18 Inflow Outflow Inflow Outflow Inflo inflow Outflow Inflow Outild Plugged - Outflo 2yr:, :2yr 10yr 10yr, 25yr 25yr 50yr 50yr, 100y r 100yr 100yr 203 0.00 1.18 0.00 2.40 0.00 3.14 0.00 3.81 0.00 4.37 0.18 204 0.00 1.16 0.00 2.36 0.00 3.11 0.00 3.73 0.00 4.29 0.18 zos 0.00 1.13 0.00 2.33 0.00 3.07 0.00 3.64 0.00 4.21 0.18 206 0.00 1.11 0.00 2.29 0.00 3.04 0.00 3.S7 0.00 4.13 0.17 207 0.00 0.98 0.00 2.25 0.00. -3.00 0.00 3.54 0.00 4.04 0.17 208 0.00 0.84 0.00 2.21 0.00 2.96 0.00 3.51 0.00 3.96 0.17 0.00 0.72 0.00 2.17 0.00 2.92 0.00 3.48 0.00 3.87 0.17 210 0.00 0.63 0.00 2.13 0.00 2.88 0.00 3.45_ 0.00 3.79 0.17 211" 0.00 0.55 0.00 2.10 0.00 2.84 0.00 3.42 0.00 3.70 0.17 212" 0.00 0.49 0.00 2.06 0.00 2.80 0.00 3.39 0.00 3.62 0.17 213 0.00 0.43 0.00 2.03 0.00 2.76 0.00 1 3.36 0.00 3.56 0.17 214 0.00 0.39 0.00 1.99 0.00 2.72 0.00 3.34 0.00 3.53 0.17 215 0.00 0.35 0.00 1.96 0.00 2.68 0.00 3.32 0.00 3.50 0.17 216 0.00 0.32 0.00 1.92 0.00 2.63 0.00 3.30 0.00 3.47 0.17 0.00 0.29 0.00 1.89 0,00 2.59 0.00 3.28 0.00 3.44 0.17 218 0.00 0.26 0.00 1.85 0.00 2.55 0.00 3.26 0.00 3.41 0.17 219 0.00 0.24 0.00 1.82 0.00 2.51 0.00 3.23 0.00 3.38 0.17 220' 0.00 0.22 0.00 1.78 0.00 2.47 0.00 3.20 0.00 3.36 0.17 221 0.00 0.20 0.00 1.75 0,00 2.43 0.00 3.16 0.00 3.34 0.17 222 0.00 0.19 0.00 1.72 0.00 2.39 OM 3.13 0.00 3.32 0.16 223 0.00 0.17 0.00 1.68 0.00 2.35 0.00 3.09 0.00 3.30 0.16 224 0.00 0.16 0.00 1.65 0.00 2.31 0.00 3.05 1 0.00 3. 27 -- 0.16 225 0.00 OAS 0.00 1.62 0.00 2.27 0.00 3.02 .0.00 3.25 1 0.16 226 0.00 0.14 0.00 1.59 0.00 2.23 0.00 2.98 0.00 3.23 0.16 227 :',,, 0.00 0.13 0.00 1.56 0.00 2.19 0.00 2.94 0.00 3.19 0.16 228 1 " 0.00 0.12 0.00 1.53 0.00 2.16 0.00 2.90 0.00 3.15 0.16 229 -, 0.00 0.12 0.00 1.50 0.00 2.12 0.00 2.86 0.00 3.12 0.16 230 0.00 0.11 1 0.00 1.47 0.00 2.08 0.00 2.82 0.00 3.08 0.16 231 0.00 0.10 0.00 1.44 0.00 2.05 0.00 2.78 0.00 3.05 0.16 232: 0.00 0.10 0.00 1.42 0.00 2.01 1 0.00 2.74 0.00 3.01 0.16 233 0.00 0.09 0.00 1.39 0.00 1.98 1 0.00 2.70 0.00 2.97 0.16 234 0.00 0.09 0.00 1.36 0.00 1.94 0.00 2.66 0.00 2.93 0.16 235,, 0.00 0.08 0.00 1.33 0.00 1.91 0.00 2.61 0.00 2.89 0.16 236 :` - - 0,00 0.08 0.00 1.31 0.00 1.87 0.00 2.57 0.00 2.85 0.16 237 0.00 0.08 0.00 .00 1.28 0.00 1.84 0.00 2.53 0.00 2.81 0.16 238• 0.00 0.07 0.00 1.26 0.00 1.80 0.00 2.49 0.00 2.77 0.15 0.00 0.07 1.23 0.00 1.77 0.00 2.45 0.00 2.73 OAS 0.00 0.07 -- 0.00 0.00 1.21 0.00 1 1.74 0.00 2.41 0.00 2.69 0.15 241 0.00 0.06 0.00 1.18 0.00 1.70 0.00 2.37 0.00 2.65 0.15 0.00- 0.06 0.00 1.16 0.00 1.67 0.00 2.33 0.00 2.60 0.15 243 j"11- j 0.00 0.06 0.00 1.14 0.00 1.64 0.00 2;29 0.00 2.56 0.15 244 0.00 0.05 0.00 1.12 0.00 1.61 0.00 1 2.25 0.00 2.52 0.15 245 0.00 0.05 0.00 1.03 0.00 1.58 0.00 2.21 0.00 2.48 0.15 246 0.00 0.05 0.00 0.88 0.00 1.55 0.00 2.18 0.00 1 2.44 - 0.15 - 24 ' 0.00 0.05 0.00 0.76 0.00 1.52 0.00 2.14 0.00 2.4 0.15 : 0.00 0.05 0.00 0.66 0.00 1.49 0.00 2.10 0.00 2.36 0.15 2 4 9 , 0.00 1 0.04 0.00 1 0.57 0.00 1.46 0.00 2.07 0.00 2.32 0.15 250 0.00 0.04 0.00 0.51 0.00 1.43 0.00 2.03 0.00 2.28 0.15 0.00 0.04 ' 0.00 0.45 0.00 1.41 0.00 2.00 0.00 2.24 0.15 0.00 0.04 0.00 0.40 0.00 1.38 0.00 1.96 0.00 2.20 0.15 253. 0.00 0.04 0.00 E- 0.36 0.00 1.35 0.00 1.93 0.00 1 2.17 0.15 254W 0.00 0.04 0.00 0.33 0.00 1.32 0.00 1.89 0.00 1 2.13 0.15 �255 0.00 0.04 0.00 0.30 1 0.00 1.30 0.00 1.86 0.00 2.09 0.15 256 0.00 0.04 0.00 0.27 0.00 1.27 0.00 1.82 0.00 2.06 0.14 25 7., 0.00 0.03 0.00 0.25 0.00 1.25 1 0.00 1.79 0.00 2.02 0.14 0.00 0.03 0.00 0.23 0.00 1.22 0.00 1.75 0.00 1.99 0.14 14E 0.00 0.03 0.00 0.21 0.00 1.20 0.00 1.72 0.00 1.95 14 0.14 260 0.00 0.03 0.00 0.19 0.00 1.18 0.00 1.69 0.00 1.92 14 0.14 0.00 0.03 0.00 0.18 0.00 1.15 0.00 1.66 0.00 1 1.88 0.14 262" i 0.00 0.03 0.00 0.17 0.00 1.13 0.00 1.63 0.00 1.85 0.14 0.00 0.03 0.00 0.16 0.00 1.11 0.00 1.60 0.00 1.81 0.14 0.00 0.03 0.00 0.14 0.00 0.97 0.00 1.57 0.00 1.78 0.14 <'26SN,,� 0.00 0.03 0.00 r� 0.14 0.00 0.83 0.00 1.54 0.00 1.75 0.14 0.00 0.03 0.00 0.13 0.00 0.71 0.00 1.51 0.00 1.71 0.14 267,' - 0.00 0.03 0. 00 0.12 0.00 0.62 0.00 1.48 1 0.00 1.68 0.14 0.00 0.02 0.00 0.11 J 0.00 0.55 0.00 1.45 0.00 0.14 269 _' =' 0.00 0.02 0.00 0.10 0.00 0.48 0.00 1.42 0.00 1.62 0.14 270E ,- ,-' -- 0700 0.02 0.00 0.10 0.00 0.43 0.00 1.39 0.00 1.59 014 271 0.00 0.02 0.00 0.09 0.00 0.39 0.00 1.37 1 0.00 1.56 Inflow Otitflow" „Inflow "" Outflow " Inflow=' Outflow' "' "Inflow Outflow '[rifIow Outflow Plugged - (hrtflow 2pr 2yr 10yr ""; 10yr 25yr. 25yr, 50yr < 50yri "" 100 r iQOyr 00yr '. 272 0.00 0.02 0.00 0.09 0.00 0.35 0.00 1.34 0.00 1.53 0.14 273 ; 0.00 0.02 0.00 0.09 0.00 0.31 0.00 1.31 0.00 1.50 0.14 274 0.00 0.02 0.00 0.08 0.00 0.28 0.00 1.29 0.00 1.47 0.14 275 0.00 0.02 0.00 0.08 0.00 0.26 0.00 1.26 0.00 1.44 0.14 276; 0.00 0.02 0.00 0.07 0.00 0.24 0.00 1.24 0.00 1.41 0.13 277: 0.00 0.02 0.00 0.07 0.00 0.22 0.00 1.21 0.00 1.39 0.13 278 0.00 0.02 0.00 0.07 0.00 0.20 0.00 1.19 0.00 1.36 0.13 279 0.00 0.02 0.00 0.06 0.00 0.19 0.00 1.16 0.00 1.33 0.13 280 0.00 0.02 0.00 0.06 0.00 0.17 0.00 1.14 0.00 1.31 0.13 281 0.00 0.02 0.00 0.06 0.00 0.16 0.00 1.12 0.00 1.28 0.13 282- " _i 0.00 0.02 0.00 0.05 0.00 0.15 0.00 1.06 0.00 1.25 0.13 283 0.00 0.02 0.00 0.05 0.00 0.14 0.00 0.90 0.00 1.23 0.13 284 ` ` ;: 0.00 0.02 0.00 0.05 0.00 0.13 0.00 0.77 0.00 1.21 0.13 285:;, 0.00 0.01 0.00 0.05 0.00 0.12 0.00 0.67 0.00 1.18 0.13 286, _ "' 0.00 0.01 0.00 0.05 0.00 0.11 0.00 0.58 0.00 1.16 0.13 287 ' ` 0.00 0.01 0.00 0.04 0.00 0.11 0.00 0.52 0.00 1.14 0.13 288 '° 0.00 0.01 0.00 0.04 0.00 0.10 0.00 0.46 0.00 1 1.11 0.13 289r _ .° 0.00 0.01 0.00 0.04 0.00 0.10 0.00 0.41 0.00 1.01 0.13 290. ' "' "' 0.00 0.01 0.00 0.04 0.00 0.09 0.00 0.37 0.00 0.86 0.13 29t -, . 0.00 0.01 0.00 0.04 0.00 0.09 0.00 0.33 0.00 0.74 0.13 292,.,' 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.30 0.00 0.65 0.13 293 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.27 0.00 0.56 0.13 294 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.25 0.00 0.50 0.13 145 ' 0.00 0.01 0.00 0.04 0.00 0.07 0.00 0.23 1 0.00 0.44 1 0.13 296 0.00 0.01 0.00 0.03 0.00 0.07 0.00 0.21 0.00 0.40 1 0.13 247 0.00 0.01 0.00 0.03 1 0.00 0.07 1 0.00 0.19 0.00 0.36 0.12 29& 0.00 0.01 0.00 0.03 0.00 0.06 1 0.00 0.18 0.00 0.32 0.12 299 „' 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.17 0.00 0.29 0.12 300 " _ ": 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.16 0.00 0.27 0.12 301 % 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.15 0.00 0.24 0.12 302 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.14 1 0.00 0.22 0.12 303 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.13 0.00 0.21 0.12 304 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.12 0.00 0.19 0.12 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.11 0.00 0.18 0.12 306 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.11 0.00 0.16 0.12 307` ,` . 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.10 0.00 0.15 0.12 308. 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.10 0.00 0.14 0.12 °,,309,_ _: ` 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.09 0.00 0.13 0.12 310.: ° , `` 0.00 0.01 0.00 1 0.02 0.00 0.04 0.00 0.09 0.00 0.13 0.12 311 - 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.08 0.00 0.12 0.12 � 312 '" 0.00 0.01 0.00 0.02 .0.00 0.04 0.00 0:08 0.00 0.11 0.12 313 - " 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.07 0.00 0.10 0.12 334 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.07 0.00 0.10 0.12 '315 '. 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.07 0.00 0.09 0.12 316 `.. 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.09 0.12 317 -`` 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.08 0.12 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.08 0.12 319 :; 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.08 0.11 32W F' 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 0.11 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 0.11 322" . ".; t 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 0.11 323" . `: 0.00 0.01 1 0.00 0.01 0.00 1 0.03 0.00 0.05 0.00 0.06 0.11 324 0.00 1 0.01 1 0.00 1 0.01 1 0.00 0.03 0.00 0.05 0.00 0.06 0.11 325 0.00 0.01 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.06 0.11 326 'j' °' 0.00 0.01 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.05 0.11 327` `• 0.00 0.01 1 0.00 0.01 0.00 0.02 1 0.00 0.04 0.00 0.05 0.11 L T L T N N ?� O O v- 7 C O C C O O D_ D_ I O m m m m O m m 0 m H O S Q O O �p m L p QN O `" L 00 T O 2 N 3 � O o N 4 O N W O 3 x 0 O :p N O j N CL O Q ' O .a Q O O A O °° ' � � .� E O a�i 1 0 L n O + O v O m o N N ei ' O 14 O ' O Q1 W O ' O N ' O C N O m rn N � , O fill m" O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 00 l0 �t N O 00 l0 fV O 00 lD fV O OG i0 N O 00 lD d' N O o0 lD [I' fV O w t0 Rt N O to LD lD to lD Ln N In Ln Ln d' M M M M M N N N N (SP) agJB43SIa L O r' 3 3 O 0 Y O o O d d i O m m O m O m s ° Q L m ° o as 0 "' L N W 2 O n N 0 N N O 06 W O tr 1 0 X m N 0 O cq C o N Q Q O C a 1 O 0 a a C 1 o i � c 1 Ln t 0 i o o ° ° O i ° O i °' O t 0 O LA O m 0 N O c-I O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOW(D trg0WtD t*NC)Wko cr 0Wk , d*r4a W 4D tr40WkO-ItN0Wt.0 'NOOOIOMT N0W0 0-* N 0 O1410000wwoor�r- r- I i�LOLbLototbLnLnlnLn -zr ttmfYlfY1m mNNNNNr41 1T - Irl.q (SID) a2Je40sla L L T U-) N N N 3 3 0 o O c c 0 0 CL a I O m o a m 0 M M O N m s 0 M M L (� p M Q O r4 N N O n N O j f O rq O o0 W cid O M 3 x N O o f " w.- O N O N a i ° O _ O C a O a� 4-P t a ° 0 L 0 a � } o m Ln f " o N " t " o 0 f " rn co 0 n 0 " i 0 Lr f m ° a f o m o TT 0 0 O 00000000 00 0 000 O 0 0 00 0 00 00000 0000 00 0 0 0 00000000 000 00 0 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �L�f1 000010101014100000000 �I�n1��lD 101010 Lf1 L�fIV1V1�����MMMMMNNNN c-i r-1 c-I {sp) asietimla L 0 Ln O L 3 0 Y 4- 3 O a a c c O O a a 0 m m ° r m O m O m H O Q. m L O O m rn L O N +. O 3 0 0 N y.. 0 N O off W N + o m N X + O N r + Q. Q. O N o _ . a ° G + d c +� 0 ai 14 o L ci + m + o C N L O ~ i O O ci Q�1 + co + O n + O O d' oc 1 m N -44 O 'i O 0000000000000000000000000000000 0000000000 000000000000 0000000 00000000000000 OOIDctN000lOCtNO0010 V NOOOIO�tC` 10001��hNO00lD�NOOOIDCtNO00lD�N0o0�0 V NOOOlD�1'NOOOIOd'NOOOtD'�NO eic- li-- la-- le- i0000001Q1 01610100000000001�I�I�I�I�IOIDIOIOID�J 'fll'fll'ILf 1Lf 1�����MM l71MMNNNNNa leiri� -- I (sp) 92aewnia v m CLO n. L L T � L O � 0 � 3 3 3 0 0 o Y O O - v 0 0 0 a a a 0 (A m t o CL m L O CA m p o L N rn � O M 3 M O �T- o ' N O _Y Y ^ N r4 3 W N 0 p X Ln N ' N r. O CL ' CN CL O C Q o a o c O p N rn _ 0 C � O N C C Q O f7 L q N O 0 o m O rl o 0 0 0 0 O rn 0 co O r oc oc 0 Ln 0 v 0 m 0 0 w ww p r1;c;o0&64r1icV00010 f�l000lDd'fVO00lO�N0 ,--h--M-M-M-I k- ii--h--M- M-It --I . (sp) oBjeyosia APPENDIX E8 Hydrograph Comparison Area 102 VS. Combined Outfall 1 Hydrograph Comparison Area 102 vs. Combined Outfall 1 Annendix F.8 Time( min ) Area 102 , 2yr,� Q(cfs) Gvxntlined Outfatt 1. 2yr,. Q(cfs) :Combined Aie� 102 10yr Q(cfs) Outfall t " IOyr. Q(cfs) Area OZ. - 25 r. Q(cfs) Combined 6utfall i 25yr Q(cfs) - Aiea 102 - SOyr -` Q(cfs) Combined Outfa111- .. Area 50yr , Q(cfs) _ - 102 EOOyr Q(cfs) Combined Qutfall 1 100yr Q(cfs) O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.30 0.21 0.43 0.32 0.50 0.39 0.57 0.47 0.59 0.50 0.61 1.35 0.87 1.53 1.00 1.63 1.14 1.73 1.19 1.76 } 0.91 1.76 1.30 2.10 1.50 2.27 1.71 2.45 1.78 2.52 4 1.21 2.28 1.74 2.78 2.00 3.04 2.27 3.31 2.38 3.41 5 1.52 2.87 2.17 3.55 2.50 3.88 2.84 4.20 2.97 4.32 6 . 1.82 3.51 2.60 4.27 3.00 4.56 3.41 4.94 3.57 5.18 7 :. 2.12 4.11 3.04 5.00 3.50 5.76 3.98 6.22 4.16 6.38 8 2.43 4.57 3.47 6.05 4.00 6.53 4.55 7.02 4.75 7.20 9 2.73 5.65 3.91 6.73 4.49 7.27 5.12 7.83 5.35 8.03 10 3.03 6.20 4.34 7.41 4.99 8.02 5.69 8.64 5.94 8.87 3.34 6.54 4.77 7.81 5.49 8.44 6.25 9.08 6.54 9.32 42 3.64 6.83 5.21 8.14 5.99 8.80 6.82 9.46 7.13 9.68 13 3.94 7.07 5.64 8.43 6.49 9.10 7.39 9.71 7.73 9.93 14, 4.25 7.28 6.08 8.67 6.99 9.31 7.96 9.92 8.32 10.15 15 4.55 7.47 6.51 8.87 7.49 9.48 8.53 10.09 8.91 10.33 4.85 7.62 6.95 9.00 7.99 9.62 9.10 10.24 9.51 10.47 17, .. •" 5.16 7.75 7.38 9.11 8.49 9.73 9.67 10.36 10.10 10.59 1 8 " ` - . 5.46 7.86 7.81 9.19 8.99 9.82 10.24 10.45 10.70 10.69 19 " - 5.77 7.94 8.25 9.26 9.49 9.89 10.80 10.52 11.29 10.76 20 `- 6.07 8.01 8.68 9.31 9.99 9.94 11.37 10.57 11.89 10.81 21 6.37 8.06 9.12 9.34 10.49 9.97 11.94 10.60 12.48 IO_81 22 = ' 6.68 >Q$ 9.55 9_3 ^% 10.99 12.51 10.60" ' 13.07 10.80 23 ".; 6.98 8.08 9.98 9.35 11.49 9.98 13.08 10.57 13.67 10.77 24 ,, 7.28 8.07 10.42 9.33 11.99 9.95 13.65 10.53 14.26 10.75 25: 7.59 8.05 10.85 9.30 12.48 9.91 14.22 10.47 14.86 1 10.77 26 7.89 8.01 11.29 9.25 12.98 9.86 14.78 10.40 15.45 10.76 27 8.19 7.96 11.72 9.19 13.48 9.79 15.35 10.32 16.05 10.71 29' 8.50 7.90 12.15 9.11 13.98 930 15.92 10.22 16.64 10.62 29 8.80 7.83 12.59 9.01 14.48 9.59 16.49 10.11 17.23 10.49 30_: 9.10 7.74 13.02 8.91 14.98 9.47 17.06 9.98 17.83 10.33 31 9.41 7.71 13.46 8.88 15.48 9.44 17.63 9.95 18.42 10.27 9.71 7.68 13.89 8.85 15.98 9.41 18.20 9.93 19.02 10.20 33 Z 10.01 ti 7.65 : 14.32 8.82 16.48 9.38 18.76 9.90 19.61 10.14 34. : 9.86 7.62 14.11 8.78 16.23 9.35 18.48 1 9.88 19.31 10.08 35 9.71 7.59 13.89 8.75 15.98 9.32 18.20 9.85 19.02 10.02 9.56 7.56 13.67 8.72 1 15.73 9.29 17.91 9.82 18.72 10.00 37 9.41 7.53 13.46 8.69 15.48 9.26 17.63 9.80 18.42 9.97 9.25 7.49 13.24 8.66 15.23 9.23 17.34 9.77 18.13 9.95 39 -. 9.10 7.45 13.02 8.63 14.98 9.20 17.06 9.75 17.83 1 9.92 40 8.95 7.41 12.81 8.60 14.73 9.17 1 16.77 9.72 17.53 9.89 41 r= 8.80 7.38 12.59 8.57 14.48 9.14 16.49 9.70 17.23 9.87 4Z •- 8.65 7.34 12.37 8.54 14.23 9.11 16.21 9.67 16.94 9.84 43 ' - 8.50 7.30 12.15 8.51 13.98 9.08 15.92 9.64 16.64 9.82 44 • ; -' '' 8.34 7.27 11.94 8.48 13.73 9.05 15.64 9.61 16.34 9.79 , ,45 1 ' ' 8.19 7.23 11.72 13.48 9.02 15.35 9.58 16.05 9.77 46> "` 8.04 7.19 11.50 13.23 8.99 15.07 9.55 15.75 9.74 47.::. ; - 7.89 7.16 11.29 r8.43450 12.98 8.96 14.78 9.52 15.45 9.72 7.74 7.12 11.07 12.73 8.93 14.50 9.49 15.15 9.69 49 --. }`. ? 7.59 7.08 10.85 12.48 8.89 14.22 9.46 14.86 9.66 7.43 7.05 10.63 12.23 8.86 13.93 9.43 14.56 9.64 51 ;' • ':, 7.28 7.01 10.42 8.27 11.99 8.83 13.65 9.40 14.26 9:60 52,;;> ''- 7.13 6.97 10.20 8.24 11.74 8.80 13.36 9.37 13.97 9.57 6.98 6.94 9.98 8.21 11.49 8.77 13.08 9.34 13.67 9.54 6.83 6.90 9.77 8.17 11.24 12.79 9.31 13.37 9.51 55 ': !- ' 6.68 6.86 9.55 8.14 10.99 12.51 9.28 13.07 9.48 Sfrs" :<_> 6.52 6.82 9.33 8.11 10.74 12.23 9.25 12.78 9.45 S 6.37 6.79 9.12 8.08 10.49 N74 11.94 9.22 12.48 9.42 6.22 6.75 8.90 8.05 10.24 11.66 9.19 12.18 9.39 6.07 6.71 8.68 8.02 9.99 11.37 9.16 11.89 9.36 ; 60'" ,,,- ` ' 5.92 6.68 8.46 7.99 9.74 8.56 11.09 9.12 11.59 9.33 61 "- - ` 5.77 6.64 8.25 7.96 9.49 8.53 10.80 9.09 11.29 9.30 5.61 6.60 8.03 7.93 9.24 8.50 10.52 9.06 10.99 9.27 5.46 6.57 7.81 7.90 8.99. 8.47 10.24 9.03 10.70 9.24 64 "'" 5.31 6.53 7.60 7.87 8.74 8.44 9.95 9.00 10.40 9.21 Area 1Q2. Combined Combined Outfhfl I Area 1 02 Combined du&f 1 Ared 02'. -Combined OutUll Area 102 Combined Outfall I 10yr 10yr 25yr 25yr',,- 50yr 50yr 100 100yr 65- 5.16 6.49 7.38 7.84 8.49 8.41 9.67 8.97 10.10 9.18 66'-' 5.01 6.46 7.16 M 8.24 8.38 9.38 8.94 9.81 9.15 67 , 4.85 6.42 6.95 7.78 7.99 8.35 9.10 8.91 9.51 9.12 68 4.70 6.38 6.73 7.75 7.74 8.31 8.81 8.88 9.21 9.09 69 4.55 6.35 6.51 7.72 7.49 8.28 8.53 8.85 8.91 9.06 70' 4.40 6.31 6.29 7.69 7.24 8.25 8.25 8.82 8.6 9.03 71 4.25 6.27 6.08 7.66 6.99 8.22 7.96 8.79 8.32 8.99 72,', 4.10 6.24 5.86 7.63 6.74 8.19 7.68 8.76 8.02 8.96 -73 3.94 6.20 5.64 7.60 6.49 8.16 7.39 8.73 7.73 8,93 74 3.79 6.16 5.43 7.56 1 6.24 8.13 7.11 8.70 7.43 8.90 75- 3.64 6.12 5.21 7.53 5.99 8.10 6.82 8.67 7.13 8.87 761 3.49 6.09 4.99 7.50 5.74 8.07 6.54 8.64 6.83 8.84 77 <i 3.34 6.05 7.46 5.49 8.04 6.25 8.61 6.54 8.81 78 3.19 6.01 -- 4.77 4.56 7.42 5.24 8.01 5.97 8.58 6.24 8.78 79 3.03 5.98 4.34 7.39 4.99 7.98 5.69 8.55 5.94 8.75 90 2.88 5.94 4.12 7.35 4.74 7.95 5.40 8.51 5.65 8.72 811 2.73 5.90 3.91 7.31 4.49 7.92 5.12 8.48 5.35 8.69 2.58 5.87 3.69 7.28 4.24 7.89 4.83 8.45 5.05 8.66 83 2.43 5.83 3.47 7.24 4.00 7.86 4.55 8.42 4.75 8.63 84 2.28 5.79 3.26 7.20 3.75 7.83 4.26 8.39 4.46 8.60 85 2.12 5.76 3.04 7.17 3.50 7.80 3.98 8.36 4.16 8.57 86,T 1.97 5.72 2.82 7.13 3.25 7.77 1 3.70 8.33 3.86 8.54 8T, 1.82 5.68 2.60 7.09 3.00 7.74 3.41 8.30 3.57 8.51 89 ', 1.67 5.65 2.39 7.06 2.75 7 7 .70 3,13 8.27 3.27 8.48 99 �� 1.52 5.61 2.17 7.02 2.50 7. 7.67 2.84 8.24 2.97 8.45 -- 90:'" 1.37 5.57 6.98 2.25 - N7.64 2.56 8.21 -- 2.67 8.42 91 1.21 5.54 ---1.95 1.174 6.95 2.00 7.61 2.27 8.18 2.38 8.38 92� 1.06 5.50 1.52 6.91 1.75 7.58 1.99 8.15 2.08 8.35 93', 0.91 5.46 1. 0 1.30 6.87 1.50 7.55 1.71 8.12 1.78 8.32 94 0.76 1 5.42 1.09 6.84 1.25 7.52 1.42 8.09 1.49 8.29 95 0.61 5.39 0.87 0 6.80 1.00 7.48 1.14 8.06 1.19 8.26 96 0.46 5.35 0.65 6.76 035 7.45 0.85 8.03 0.89 8.23 97 0.30 0.43 6.73 0.50 7.41 0.57 8.00 0.59 8.20 98 0.15 5.28 0.22 6.69 0.25 7.37 0.28 7.97 0.30 8.17 99 0.00 5.24 0.00 6.65 0.00 7.34 0.00 7.93 0.00 8.14 100 0.00 5.20 0.00 6.61 0.00 7.30 0.00 7.90 0.00 1 8.11 101, 0.00 5.17 0.00 6.58 0.00 7.26 0.00 7.87 0.00 8.08 0.00 5.13 0.00 6.54 0.00 7.23 0.00 7.84 0.00 8.05 0.00 5.09 0.00 6.50 OM 7.19 0.00 7.81 0.00 8.02 0,00 5.05 0.00 6.47 0.00 7.15 0.00 7.78 0.00 7.99 1051" 0.00 5.02 0.00 6.43 0.00 7.1..2. 0.00 7.75 0.00 7.96 0.00 4.98 0.00 6.39 0.00 7.08 0.00 7.72 0.00 7.93 107, 0.00 4.95 0.00 6.36 0.00 7.04 1 0.00 7.69 0.00 7.90 108 0.00 1 4.91 0.00 6.32 0.00 7.01 0.00 7.66 0.00 7.87 109 0.00 4.87 0.00 6.28 0.00 6.97 0.00 7.63 0.00 7.84 I la- 0.00 4.84 0.00 6.25 0.00 6.93 0.00 7.60 0.00 7.81 0.00 4.80 0.00 6.21 0.00 6.89 0.00 7.57 0.00 7.78 Al2- , 0.00 4.76 0.00 6.17 0.00 6.86 0.00 1 7 .54 0.00 7.7 1 -113 - - <s 0.00 4.72 0.00 6.14 0.00 6.82 0.00 7.50 0.00 7.71 1 14, .; 0.00 4.69 0.00 6.10 0.00 1 6.78 0.00 7.47 0.00 7.68 115 0.00 4.65 0.00 6.06 0.00 6.75 0.00 7.43 0.00 7.65 116,,; 0.00 4.61 0.00 6.02 0.00 6.71 0.00 7.39 0.00 7.62 1,17 0.00 4.58 UO 5.99 0.00 6.67 0.00 7.36 0.00 7.59 I 1& 0.00 4.54 0.00 5.95 0.00 6.64 0.00 7.32 0.00 7.56 119"el 0.00 4.50 0.00 5.92 0.00 6.60 0.00 1 7.28 0.00 7.53 0.00 4.45 0.00 5.88 0.00 6.56 0.00 7.25 0.00 7.49 -I 2Y; 0.00 4.36 0.00 5.84 0.00 6.53 0.00 7.21 0.00 7.46 122 0.00 4.28 0.00 5.80 0.00 6.49 0.00 7.17 0.00 7.42 123 0.00 4.19 0.00 5.77 0.00 6.45 0.00 7.14 0.00 7.38 124,'�' 0.00 4.11 0.00 5.73 0,00 6.42 0.00 7.10 0.00 7.35 .125 0,00 4.03 0.00 5.69 0.00 6.38 0.00 7.06 0.00 7.31 126 0,00 3.94 0.00 5.66 0.00 6.34 0.00 7.03 0.00 7.27 0.00 3.86 0.00 5.62 0,00 6.30 0.00 6.99 0.00 7.24 12&Z 0.00 3.77 0.00 5.58 0..00 6.27 0.00 6.95 0.00 7.20 129 ° 0.00 3.69 0.00 5.55 0.00 6.23 0.00 6.91 0.00 0.00 3.61 0.00 5.51 0.00 6.20 0.00 6.88 0.00 7.13 0.00 3.56 0.00 5.47 0.00 1 6.16 0.00 6.84 0.00 7.09 132' 0.00 3.53 0.00 5.43 0.00 6.12 0.00 6.80 0.00 7.05 133 0.00 3.50 1 0.00 5.40 0.00 6.08 , OM , 6.77 , 0.00 , 7.02 Ares IE12 Combined. ; Outfall,1 :' , Area 102 Combined 'Outfall I Area 102 Combined Outfall' Y Area 102. Combined. Outfall 1 ; : Area 102 Combined OutfalY 1 2yr '' 2yr, _1 r " '10yr"�; 25yr 25yr ` -' 50yr -,: - 50y€ 100 r IOOyr 134 0.00 3.46 0.00 5.36 0.00 6.05 0.00 6.73 0.00 6.98 135 - ' 0.00 3.43 0.00 5.32 0.00 6.01 0.00 6.69 0.00 6.94 136 0.00 3.40 0.00 5.29 0.00 5.97 0.00 6.66 0.00 6.90 137" 0.00 3.38 0.00 5.25 0.00 5.94 0.00 6.62 0:00 6.87 138. 0.00 3.35 0.00 5.22 0.00 5.90 0.00 6.58 0.00 6.83 139, 0.00 3.33 0.00 5.18 0.00 5.86 0.00 6.55 0.00 6.79 140 OM 3.31 0.00 5.14 0.00 5.83 0.00 6.51 0.00 6.76 14i 0.00 3.29 0.00 5.10 0.00 5.79 0.00 6.47 0.00 6.72 142 0.00 3.27 0.00 5.07 0.00 5.75 0.00 6.44 0.00 6.68 141 0.00 3.25 0.00 5.03 0.00 5.71 0.00 6.40 0.00 6.65 144 0.00 3.22 0.00 4.99 0.00 5.68 0.00 6.36 0.00 6.61 I45:. -'- 0.00 3.18 0.00 4.96 0.00 5.64 0.00 6.32 0.00 6.57 146 0.00 3.15 0.00 4.92 0.00 5.61 0.00 6.29 0.00 6.54 147 0.00 3.11 0.00 4.88 0.00 5.57 0.00 6.25 0.00 6.50 148 ', . 0.00 3.07 0.00 4.85 0.00 5.53 0.00 6.21 0.00 6.46 149 . , ' ` 0.00 3.04 0.00 4.81 0.00 5.49 0.00 6.18 0.00 6.43 150 _ 0.00 3.01 0.00 4.77 0.00 5.46 0.00 6.14 0.00 6.39 1$1 0.00 2.96 0.00 4.73 0.00 5.42 0.00 6.10 0.00 6.35 152 0.00 2.92 0.00 4.70 0.00 5.38 0.00 6.07 0.00 6.31 153 0.00 2.88 0.00 4.66 0.00 5.35 0.00 6.03 0.00 6.28 154 0.00 2.84 0.00 4.62 0.00 5.31 0.00 5.99 0.00 6.24 " : 0.00 2.80 0.00 4.59 0.00 5.27 0.00 5.96 0.00 6.21 156 =- ? 0.00 1 2.76 0.00 4.55 0.00 5.24 0.00 5.92 0.00 6.17 0.00 2.72 0.00 4.52 0.00 5.20 0.00 5.88 0.00 6.13 158 - 0.00 2.68 0.00 4.47 0.00 5.16 0.00 5.85 0.00 6.09 IS9'° 0.00 2.64 0.00 4.39 0.00 5.12 0.00 5.81 0.00 6.06 160 :,`'- 0.00 2.60 0.00 4.30 0.00 5.09 0.00 5.77 0.00 6.02 161 ; - 0.00 2.55 0.00 4.22 0.00 5.05 0.00 5.73 0.00 5.98 162 0.00 2.51 0.00 4.14 0.00 5.01 0.00 5.70 0.00 5.95 163. 0.00 2.47 0.00 4.05 0.00 4.98 0.00 5.66 0.00 5.91 164 - 0.00 2.43 0.00 3.97 0.00 4.94 0.00 5.62 0.00 5.87 165 0.00 2.39 0.00 3.88 0.00 4.91 0.00 5.59 0.00 5.84 166-, 0.00 2.35 0.00 3.80 0.00 1 4.87 0.00 5.55 0.00 5.80 167- :- 0.00 2.31 0.00 3.71 0.00 4.83 1 0.00 5.51 0.00 5.76 168- "', 0.00 2.27 0.00 3.63 0.00 4.79 0.00 5.48 0.00 5.72 169 " ' 0.00 2.24 0.00 3.57 0.00 4.76 0.00 5.44 0.00 5.69 170 . , 0.00 2.20 0.00 3.54 0.00 4.72 0.00 5.40 0.00 5.65 171 ... 0.00 2.16 0.00 3.50 0.00 4.68 0.00 5.37 0.00 5.62 172 :' 0.00 2.12 0.00 3.47 0.00 4.64 0.00 5.33 0.00 5.58 0.00 2.09 0.00 3.44 0.00 4.61 0.00 5.29 0.00 5.54 ^' 174 -' ; 0.00 2.05 0.00 3.41 0.00 4.57 0.00 5.26 0.00 5.50 0.00 2.02 0.00 3.38 0.00 4.54 0.00 5.22 0.00 5.47 176 0.00 1.98 0.00 3.36 0.00 4.50 0.00 5.18 0.00 5.43 177; ,• ? 0.00 1.95 0.00 3.34 0.00 4.44 0.00 5.14 0.00 5.39 178 :'• " 0.00 1.91 0.00 3.32 0.00 4.35 0.00 5.11 0.00 5.36 179 '- ' ,' 0.00 1.88 0.00 3.30 0.00 4.27 0.00 5.07 0.00 5.32 180, :::' 0.00 1.84 0.00 3.28 0.00 4.18 0.00 5.03 0.00 5.28 181 0.00 1.81 0.00 .26 0.00 4.10 0.00 5.00 0.00 5.25 '•182- 0.00 1.77 0.00 .23 0.00 4.02 0.00 4.96 0.00 5.21 0.00 1.74 0.00 0.00 3.93 0.00 4.92 0.00 5.17 184 ; ; % 0.00 1.71 0.00 V3.19 .16 0.00 3.85 0.00 4.89 0.00 5.14 185 0.00 1.68 0.00 .12 0.00 3.76 0.00 4.85 0.00 5.10 0.00 1.64 0.00 .08 0.00 3.68 0.00 4.81 0.00 5.06 187• ' r 0.00 1.61 0.00 3.05 1 0.00 3.60 0.00 4.78 0.00 5.02 0.00 1.58 0.00 3.02 0.00 3.56 0.00 4.74 0.00 4,99 0.00 1.55 0.00 2.98 0.00 3.52 0.00 4.70 0.00 4.95 0.00 1.52 0.00 2.93 0.00 3.49 0.00 4.66 0.00 4.92 Y91 0.00 1.49 0.00 2.89 0.00 3.46 0.00 4.63 0.00 4.88 192. = +` 0.00 1.47 0.00 2.85 0.00 3.43 0.00 4.59 0.00 4.84 0.00 1.44 0.00 2.81 0.00 3.40 0.00 4.56 0.00 4.80 194, ; - 0.00 1.41 0.00 2.77 0.00 3.37 0.00 4.52 0.00 4.77 0.00 1.38 0.00 2.73 0.00 3.35 0.00 4.48 0.00 4.73 196 0.00 1.35 0.00 2.69 0.00 3.33 0.00 4.40 0.00 4.69 0.00 1 1.33 0.00 2.65 0.00 3.31 0.00 4.31 0.00 4.66 198 '; i:` 0.00 1 1.30 0.00 2.61 0.00 3.29 0.00 4.23 0.00 4.62 199 =" " 0.00 1.28 0.00 2.57 0.00 3.27 0.00 4.15 1 0.00 1 4.58 . 200 :. 0.00 1.25 0.00 2.52 0.00 3.25 0.00 4.07 0.00 4.55 2019.: = 0.00 1.23 0.00 2.48 0.00 3.21 0.00 3.98 0.00 4.51 - ' . 202 0.00 1.20 0.00 2.44 0.00 1 3.18 0.00 3.89 0.00 4.46 201, "Area 102 2yr 0.00 Combined �O'Utfall I Z yr 1.18 Areaidi loyr 0,00 Combined Combined 1". ::Area' to r , 2.40 , 0.00 Combined 'butfgl I 25 3.14 Area 102 50yr 0.00 Combined Ou6il 1 50yr 3.81 Ama 162 100 0.00 Combined Outfall I 100yr 4.37 204, 0.00 1.16 0.00 2.36 0.00 3.11 0.00 3.73 0.00 4.29 205,,% 0.00 1.13 0.00 2.33 0.00 3.07 0.00 3.64 0.00 4.21 206 0.00 1.11 0.00 2.29 0.00 3.04 0.00 3.57 0:00 4.13 207 0.00 0.98 0.00 2.25 0.00 3.00 0.00 3.54 0.00 4.04 209 0.00 0.84 0.00 2.21 0.00 2.96 OM 3.51 0.00 3.96 209, 0.00 0.72 OM 2.17 0.00 2.92 0.00 3.48 0.00 3.87 0.00 0.00 0.63 0.00 2.13 0.00 2.88 0.00 3.45 0.00 3.79 0.00 0.55 OM 2.10 0.00 2 .84 0.00 3.42 0.00 3.70 P210 212 E 0.00 0.4 0.00 2.80 0.00 3.39 0.00 3.62 - - 2 1 1'� 0.00 0.1 0.00 2.76 0.00 3.36 0.00 3.56 2 1 0.00 0.39 0.00 1.99 0.00 2.72 0.00 3.34 0.00 3.53 215 0.00 0.35 0.00 1.96 0.00 2.68 0.00 3.32 0.00 3.50 216 0.00 0.32 0.00 - 1.92 0.00 2.63 0.00 3.30 0.00 3.47 217 0.00 0.29 0.00 1.89 0.00 2.59 0.00 3.28 0.00 3.44 21V 0.00 0.26 0.00 1.85 0.00 2.55 0.00 3.26 0.00 3.41 M 0.00 0.24 0.00 1.82 0.00 2.51 0.00 3.23 0.00 3.38 220' 0.00 0.22 0.00 1.78 0.00 2.47 0.00 3.20 0.00 3.36 221 0.00 0.20 0.00 1.75 UO 2.43 0.00 3.16 0.00 3.34 222. -' 0.00 0.19 0.00 1.72 0.00 2.39 0.00 3.13 0.00 3.32 - 223- 0.00 0.17 0.00 1.68 0.00 2.35 0.00 3.09 0.00 3.30 224 0.00 1 0.16 0.00 1.65 0.00 2.31 0.00 3.05 0.00 3.27 225 0.00 1 0.15 0.00 1.62 0.00 2.27 0.00 3.02 0.00 3.25 -226 0.00 0.14 0.00 59 0.00 2.23 0.00 2.98 0.00 3.23 227`,' 0.00 0.13 0.00 1.56 0.00 2.19 0.00 2.94 0.00 3.19 229 ` ,- 4 0,00 0.12 0.00 1.53 0.00 2.16 0.00 2.90 0.00 3.15 229 ' 0.00 0.12 0.00 1.50 1 0.00 2.12 0.00 2.86 OM 3.12 230"'. 0.00 0.11 0.00 1.47 0.00 2.08 0.00 2.82 0.00 3.08 231 , 0.00 0.10 0.00 1.44 0.00 2.05 0.00 2.78 0.00 3.05 232 0.00 0.10 0.00 1.42 0.00 2,01 0.00 2.7 4 0.00 3.01 233 0.00 0.09 0.00 1.39 0.00 1.98 0.00 2.70 0.00 2.97 234 0.00 0.09 0.00 1.36 0.00 1.94 0.00 2.66 0.00 2.93 235 0.00 0.08 0.00 1.33 0.00 1.91 0.00 2.61 0.00 2.89 236 0.00 - 0.08 0.00 1.31 0.00 1.87 0.00 2.57 1 0.00 2.85 237,' 0.00 0.08 0.00 1.28 0.00 1.84 0.00 2.53 0.00 2.81 0.00 0.07 0.00 1,26 0.00 1.80 0.00 2.49 0.00 2.77 0.00 0.07 0.00 1.23 0. 00 1.77 1 0.00 2.45 0,00 2.73 0.00 1 0.07 0.00 1.21 0.00 1.74 0.00 2.41 0.00 2.69 24F 0.00 0.06 0.00 1.18 0.00 1.70 0.00 2 .37 0.00 2.65 242 - 0.00 0.06 0.00 1.16 0.00 1.67 0.00 1 2.33 0.00 2.60 243' 0.00 0.06 0.00 1.14 0.00 1.64 0.00 2.29 0.00 1 2.56 244, 0.00 0.05 0.00 1.12 0.00 1.61 0.00 2.25 0.00 2.52 ,:�, 245 ' 0.00 0.05 0.00 1.03 0.00 1.58 0.00 2.21 0.00 2.48 246 ! 0.00 0.05 0.00 0.88 0.00 1.55 0.00 2.18 0.00 2.44 0.00 0.05 0.00 0.76 0.00 1.52 0.00 2.14 0.00 2.40 249" 0.00 0.05 OM 0.66 0.00 1.49 0.00 2.10 0.00 2.36 0.00 0.04 0.00 0.57 0.00 1.46 0.00 1 2.07 0.00 2.32 250 0.00 0.04 0.00 0.51 0.00 1.43 0,00 2.03 0.00 2.28 0.00 0.04 0.00 0.45 0.00 1.41 0.00 2.00 0.00 2.24 0.00 0.04 0.00 0.40 0.00 1.38 0.00 1.96 0.00 2.20 253 , 0.00 0.04 0.00 0.36 0.00 1.35 0.00 1.93 0.00 2.17 0.00 0.04 0.00 0.33 0.00 1.32 0.00 1.89 0.00 2.13 25S 0.00 0.04 0.00 0.30 0.00 1.30 0.00 1.86 0.00 2.09 256"' 0.00 0.04 0.00 0.27 0.00 1.27 0.00 1.82 0.00 2.06 0.00 0.03 0.00 0.25 0.0 0 1.25 0.00 1.79 0.00 2,02 0.00 0.03 0.00 0.23 0.00 1.22 0.00 1.75 0,00 1.99 0.00 0.03 0.00 0.21 0.00 1.20 0.00 1.72 0.00 1.95 260', 0.00 0.03 0.00 0.19 I 0.60 1.18 100 1.69 0.00 1.92 261"I 0.00 0.03 0.00 0.18 0.00 1.15 0.00 1.66 0.00 1.88 0.00 A An 0.03 A All 0.00 I n nn 0.17 nir 0.00 ow 1.13 1.11 0.00 000 1 1.63 1 1.60 0.00 1 0.00 1.85 1 1.81 0.00 0.03 0.00 0.14 0.00 0.97 0.00 1.57 0.00 1.78 265. 1 1" 000 ... 003 000 014 000 0.83 0.00 1.54 0.00 1.75 1 266' 0.00 0.03 0.00 0.13 0.00 0.71 0.00 1.51 0.00 1.71 26T- 0.00 0.03 0.00 0.12 0.00 0.62 0.00 1.48 0.06 1.68 0.00 0.02 0.00 0.11 0.00 0.55 0.00 1.45 0.00 M75 1.65 269 0.00 0.02 0.00 0.10 0.00 0.48 0.00 1.4 1 0.00 1.62 27,r, _ '� 0.00 j 0.02 0.00 0.10 0.00 0.43 0 .00 1.39 0.00 1 LS9 271 `�j 0.00 1 0.02 0.00 0.09 0 1 0.39 1 0.00 1.37 0.00 1. 56 Area IOZ Combined Outfall "1 Area 102 Combined Outfwl l' Area t02 Combined Outfall I Area 102 Combined " Outfall l Area 102 Combined, ` Outfall i 2yr 2yr IOyr 10yr 25yr 25 50yr" 50yr IOOyr " 100yr ; 272 0.00 0.02 0.00 0.09 0.00 0.35 0.00 1.34 0.00 1.53 273 0.00 0.02 0.00 0.09 0.00 0.31 0.00 1.31 0.00 1.50 274 _ _ ; 0.00 0.02 0.00 0.08 0.00 0.28 0.00 1.29 0.00 1.47 275., 0.00 0.02 0.00 0.08 0.00 0.26 0.00 1.26 0.00 1.44 _276_. -° 0.00 0.02 0.00 0.07 0.00 0.24 0.00 1.24 0.00 1.41 277 0.00 0.02 0.00 0.07 0.00 0.22 0.00 1.21 0.00 1.39 279, 0.00 0.02 0.00 0.07 0.00 0.20 0.00 1.19 0.00 1.36 279 0.00 0.02 0.00 0.06 0.00 0.19 0.00 1.16 0.00 1.33 280 0.00 0.02 0.00 0.06 0.00 0.17 0.00 1.14 0.00 1.31 0.00 0.02 0.00 0.06 0.00 0.16 0.00 1.12 0.00 1.28 282_. 0.00 0.02 0.00 0.05 0.00 0.15 0.00 1.06 0.00 1.25 283 0.00 0.02 0.00 0.05 0.00 0.14 0.00 0.90 0.00 1.23 0.00 0.02 0.00 0.05 0.00 0.13 0.00 0.77 0.00 1.21 285_: 0.00 0.01 0.00 0.05 0.00 0.12 0.00 0.67 0.00 1.18 286' 0.00 0.01 0.00 0.05 0.00 0.11 0.00 0.58 0.00 1.16 287 0.00 0.01 0.00 0.04 0.00 0.11 0.00 0.52 0.00 1.14 '289,1 ; ; ; 0.00 0.01 0.00 0.04 0.00 0.10 0.00 0.46 0.00 1.11 + 299 0.00 0.01 0.00 0.04 0.00 0.10 0.00 0.41 0.00 1.01 290, 0.00 0.01 0.00 0.04 0.00 0.09 0.00 0.37 0.00 0.86 29L," .! 0.00 0.01 0.00 0.04 0.00 0.09 0.00 0.33 0.00 0.74 292 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.30 0.00 0.65 293' 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.27 0.00 0.56 294" 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.25 0.00 0.50 295 ,'.` ",�;" 0.00 0.01 0.00 0.04 0.00 0.07 0.00 0.23 0.00 0.44 0.00 0.01 0.00 0.03 0.00 0.07 0.00 0.21 0.00 0.40 297" = 0.00 0.01 0.00 0.03 0.00 0.07 0.00 0.19 0.00 0.36 298:" 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.18 0.00 0.32 299 ` - -.- 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.17 0.00 0.29 300 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.16 0.00 0.27 301 - 0.00 0.01 0.00 0.03 1 0.00 0.05 0.00 0.15 0.00 0.24 302 0.00 0.01 0.00 0.03 1 0.00 0.05 0.00 0.14 0.00 0.22 303 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.13 0.00 0.21 304 "" 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.12 0.00 0.19 305 0.00 0.01 0.00 0.03 0.00 0.05 1 0.00 0.11 0.00 0.18 306 0.00 0.01 0.00 0.02 0.00 0.04 0.00 1 0.11 0.00 0.16 307. ""• 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.10 0.00 0.15 308." %' 0.00 0.01 0.00 1 0.02 0.00 0.04 0.00 0.10 0.00 0.14 3W, ": "' : 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.09 0.00 0.13 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.09 0.00 0.13 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.08 0.00 0.12 312',, 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.08 0.00 0.11 31x3 : "" ''' 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.07 0.00 0.10 3W " : 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.07 0.00 0.10 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.07 0.00 0.09 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.09 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.08 0.00 1 0.01 0.00 0.02 0.00 0.03 1 0.00 0.06 0.00 0.08 -- 319--, '- 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.08 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 0.00 0.01 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.06 324 :" 0.00 0.01 0.00 0.01 0.00 0.03 0.00 0.05 0:00 0.06 325 0.00 0.01 0.00 0.01 0.00 1 0.02 1 0.00 1 0.04 0.00 0.06 0.00 0.01 0.00 0.01 0.00 0.02 0.00 0.04 0.00 1 0,05 , -327: 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 �o o N - N OJ O C a--I ca E O Q u O ei m o (� m O rn 3 0 m � o m y _ o m o E rn N O U N C) N � 0 r.4 CO N w W X_ m ° a L Q • N O N / h CL O . CL / O m CL Q ' N 0 O ✓ G o U , c s cc Q. L o O G ba 0 / H O L ! � f0 0 . 14 O N t �4 C) o co / o O Ln O , v o , o en 00 O •"' .�,. 0 N � O O O O O O O O N O 00 W V' N O c-1 ci (sp) oBje43SIG 0 w o O N N o c r-4 Q ca o a u i 1 � M a 0 M m CD o rn E o U N o rn N 00 N O TA W p N M L X N ' O , W / o O H CL / N N CL E N O O O C) CL O .£ co tw L ° f-I l O Ln L � � O O � O M 'i �..� O c4 O O O N ' O O co ` O n Is M O Ln L 0 m p i N p O C) O O O O O O O O O t0 ei e-1 N C 00 tD r-I a--I C N O (SP) 03"43SIG L N r-I w L '~ 7 Ln N � N 0) O C r-I m cu O Q U w o a+ 3 0 0 v m .� o d m O _ N O E m U m H M N N ' ° O o pp I N m W r m L. x ! o �C Ln N O GJ N CL O .L CL m N m Q o CL G ! N N O O ! C4 N v g t ! N ° CL c cn L 0 ° co E O ! C G N O Ln L ! C) O ! LA ! 0 m N � o � ! O ! ° o m m 00 N 00 ° a / 0 N +� O O O O O O O O O O O O 00 l0 d' N O 00 N O r-I ei r-I e--I ei 1sp1 agiey:)sId L Q Ln W L Y o O N N O C ,-I m O Q U ' ei I •F 0 w 7 m o 0 m M C m .Q o en E 0 m °o m N r ON > +✓ O co N O � ° 00 n I o m W i X Q o Lr) N � = O GJ / O y rL O O �� m j N Q I O CL E l N ( O u o s s ° o m / C , c . ao ° / °° o L / ° r „ C T / L H _ o �p VH o LM o N r 0 r ° " o r Ln 00 0 � m ° N O O O O O O O O O O O O O O O O O O O O O O O O co k.0 r�I .N O o0 t0 d N O (slo) 92je43sla L 0 0 �v � L Y 0 0 N N O C c-1 m E O Q U f0 7 °° 0 'a 0 m y o cn m E O M O O U on °o of N m rn 00 00 l N o f�0 (U W L X N Ln cq O d N Q. 'L l o V N CL J O £' N O U o t C '� / ° o N o w O O1 -i C rq L J ° C 1 G L ! O Ln I ° o ✓ ° m o l ° 0 l 0 l LO L, c n c l 0 a � � o m 0 N _ w O i ° O O O O O O O O O O O O O O O O O O O O O O O O N 00 t�-I e�i rq C 00 t0 � N O (sp) a3aePsid APPENDIX E9 Hydrograph Comparison Area 103 VS. Combined Outfall 2 Hydrograph Comparison Area 103 vs. Combined Outfall 2 Anoendix E9 Area 103 " " Combined- - 'Outfall '2 ° ;Area "103 ` Combined >" Outtakl 2 "Area 103 - " Combined : (3utfa112'" `Area 103 Combined OutfalI 2 ; . Area 103 Combined,. Outfall 2 , 2yr r 2yr 10yr :. 10yr 25yr"::• 25yr ` 50yr '- " . 50y ; - • 100yr- 100 r Time( min) ! Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.33 1.49 1.91 2.15 2.20 2.49 2.50 2.85 2.62 2.99 2 2.67 3.91 3.82 5.18 4.40 5.82 5.01 6.50 5.24 6.75 3 4.00 5.61 5.73 7.57 6.60 8.56 7.51 9.61 7.85 10.00 4 5.34 7.41 7.64 10.08 8.80 11.43 10.02 12.85 10.47 13.38 5 -, "" 6.67 9.28 9.56 12.68 11.00 14.37 12.52 16.14 13.09 16.78 6" 8.01 11.21 11.47 15.23 13.20 17.14 15.03 19.26 15.71 20.14 7 9.34 13.09 13.38 17.77 15.39 20.44 17.53 22.93 18.33 23.83 8 10.67 14.83 15.29 20.65 17.59 23.32 20.04 26.11 20.94 27.14 9. 12.01 17.19 17.20 23.16 19.79 26.15 22.54 29.31 23.56 30,47 10 13.34 19.02 19.11 25.66 21.99 29.00 25.05 32.51 26.18 33.80 ll ';' 14.68 20.64 21.02 27.89 24.19 31.52 27.55 35.34 28.80 36.74 _ 12 '" 16.01 22.21 22.93 30.05 26.39 33.97 30.06 38.10 31.42 39.60 13 , , :` 17.35 23.74 24.85 32 -16 28.59 36.37 32.56 40.74 34.04 42.34 14 18.68 25.24 26.76 34.22 30.79 38.68 35.07 43.33 36.65 45.05 15: 20.01 26.70 28.67 36.24 32.99 40.94 37.57 45.90 39.27 47.72 16 - "" 21.35 28.14 30.58 38.20 35.19 43.18 40.08 48.43 41.89 50.36 17% 22.68 29.55 32.49 40.13 37.39 45.39 42.58 50.93 44.51 52.98 lu 24.02 30.94 34.40 42.05 39.59 47.58 45.09 53.41 47.13 55.56 19 25.35 32.31 36.31 43.94 41.79 49.75 47.59 5527 49.74 58.13 20 -_' 26.69 33.66 38.22 45.81 43.98 51.90 50.09 58.31 52.36 60.67 - 2k' " 28.02 34.99 40.14 47.67 46.18 54.03 52.60 60.72 54.98 63.17 29.36 36.29 42.05 49.51 48.38 56.13 55.10 63.11 57.60 65.65 23 "' . 30.69 37.58 43.96 51.33 50.58 58.23 57.61 65.47 60.22 68.11 24" 32.02 38.85 45.87 53.14 52.78 60.30 60.11 67.81 62.83 70.59 25 33.36 40.11 47.78 54.93 54.98 62.36 62.62 70.14 65.45 73.10 _26 34.69 41.05 49.69 56.27 57.18 63.90 65.12 1 71.89 68.07 74.99 27 ", 36.03 41.97 51.60 57.60 59.38 65.43 67.63 73.63 70.69 76.84 . 28 > 37.36 42.89 53.51 58.91 61.58 66.94 70.13 75.35 73.31 1 78.65 29." 38.70 43.79 55.43 60.21 63.78 68.44 72.64 77.06 75.92 80.43 30 40.03 44.68 57.34 61.491 .' 65.98 69.92 75.14 78175 s 78.54 82.17 31 - 41.36 44.01 59.25 60.55 68.18 68.84 77.65 77.53 81.16 80.86 32 " ", " ';, 42.70 43.34 61.16 59.61 70.38 67.76 80.15 76.31 83.78 79.55 33 .: 34 - 35 44.03 45 37 '' 44.70 42.66 41.99 41.32 63.07 ` 64:98 64.03 58.67 57.72 56.78 72.57 74:77 : - -E 73.67 66.68 65.60 64.53 82.66 85-1 "` -- ' 83.91 75.09 73.88 72.66 86.40 89.02 " ;= 87.71 78.24 76.93 1 75.63 36.,- '= 44,03 40.65 63.07 55.84 72.57 63.45 82.66 71.44 86.40 74.36 37 43.37 39.98 62.12 54.89 71.48 62.37 81.40 70.22 85.09 73.08 38 " " " -, ._;; 42.70 39.30 61.16 53.95 70.38 61.29 80.15 69.00 83.78 71.81 39".::1! 42.03 38.62 60.20 53.01 69.28 60.21 78.90 67.78 82.47 70.54 40 , _,> 41.36 37.94 59.25 52.06 68.18 59.13 77.65 66.56 81.16 69.27 40.70 37.27 58.29 51.12 67.08 58.05 76.39 65.34 79.85 68.00 42 ; ' 40.03 36.59 57.34 50.18 65.98 56.97 75.14 64.12 78.54 66.72 43 =° 39.36 35.91 56.38 49.23 64.88 55.89 73.89 62.90 77.23 65.45 38.70 35.23 55.43 48.29 63.78 54.81 72.64 61.68 1 75.92 64.18 45- 38.03 34.55 54.47 47.35 62.68 53.73 71.39 60.46 74.62 62.91 46'1' 37.36 33.87 53.51 46.41 61.58 52.65 70.13 59.23 73.31 61.64 47 36.69 33.20 52.56 45.46 60.48 51.57 68.88 58.01 72.00 1 60.36 48 -, 36.03 32.52 51.60 44.52 59.38 50.49 67.63 56.78 70.69 59.09 35.36 31.84 50.65 43.58 58.28 49.41 66.38 55.56 69.38 57.82 °50" : " -' 34.69 31.16 49.69 42.63 57.18 48.33 65.12 1 54.34 68.07 56.54 51 34.03 30.49 48.74 41.69 56.08 47.25 63.87 53.11 66.76 55.27 52 " 33.36 29.81 47.78 40.75 54.98 46.17 62.62 51.89 65.45 53.99 32.69 29.13 46.83 39.80 53.88 45.10 61.37 50.66 64.14 52.71 54 ":% :! ` 32.02 28.45 45.87 38.86 52.78 44.02 60.11 49.44 62.83 1 51.44 55"; "? 31.36 27.77 44.91 37.92 51.68 42.94 58.86 48.22 61.53 50.16 SG < 30.69 27.09 43.96 36.97 50.58 41.86 57.61 46.99 60.22 48.88 30.02 26.42 43.00 36.03 49.48 40.78 56.36 45.77 58.91 47.60 58, >:. 29.36 25.74 42.05 35.09 48.38 39.70 55.10 44.55 57.60 46.33 28.69 25.06 41.09 34.15 47.28 38.62 53.85 43.32 56.29 45.05 28.02 24.38 40.14 33.20 46.18 37.54 52.60 42.10 54.98 43.77 Cx1 ° "• 27.35 23.70 39.18 32.26 45.08 36.46 51.35 40.87 53.67 42.50 6 ' 26.69 23.03 38.22 31.32 43.98 35.38 50.09 39.65 52.36 41.22 63 ='`' 26.02 22.35 37.27 30.37 42.89 34.30 48.84 38.43 51.05 39.94 64 ," "' 25.35 1 21.67 1 36.31 1 29.43 41.79 33.22 47.59 37.20 49.74 38.67 ` Area 103 Combined 'Outfall 2 dies 103 '':Outfakl Combined:. 2 - ' Area' i63' Combined Oulfail2 ,Area . ; l D3 Combined ©utiWl 2 `Area t03 - Combined 6utfa112 2yr �Zyr _ 10yc:,_' '� lOyr " 25yr' 25 50yr ' '= 50yr 1O0yr 100yr - 65 24.68 20.99 35.36 28.49 40.69 32.14 46.34 35.98 48.43 37.39 66 24.02 20.31 34.40 27.54 39.59 31.06 45.09 34.75 47.13 36.11 67 . 23.35 19.64 33.45 26.60 38.49 29.98 43.83 33.53 45.82 34.83 22.68 18.96 32.49 25.66 37.39 28.90 42.58 32.31 44.51 33.56 69 22.02 18.28 31.54 24.71 36.29 27.82 41.33 31.08 43.20 32.28 70 21.35 17.60 30.58 23,77 35.19 26.74 40.08 29.86 41.89 31.00 71.. 20.68 16.92 29.62 22.83 34.09 25.67 38.82 28.64 40.58 29.73 72, 20.01 16.25 28.67 21.88 32.99 24.59 37.57 27.41 39.27 28.45 73 19.35 15.57 27.71 20.94 31.89 23.51 36.32 26.19 37.96 27.17 74, 18.68 14.89 26.76 20.00 30.79 22.43 35.07 24.96 36.65 25.90 75 18.01 14.21 25.80 19.06 29.69 21.35 33.81 23.74 35.34 24.62 76 17.35 13.63 24.85 18.25 28.59 20.43 32.56 22.70 34.04 23.54 77'', -' °- 16.68 13.06 23.89 17.45 27.49 19.52 31.31 21.67 32.73 22.46 7$ 16.01 12.48 22.93 16.64 26.39 18.61 30.06 20.63 31.42 21.38 79 15.34 11.91 21.98 15.84 25.29 17.69 28.80 19.60 30.11 20.30 80 14.68 11.33 21.02 15.03 24.19 16.78 27.55 18.56 28.80 19.22 8I1,_ . • 14.01 10.76 20.07 14.23 23.09 15.87 26.30 17.53 27.49 18.14 82 . _ 13.34 10.18 19.11 13.42 21.99 14.95 25.05 16.49 26.18 17.06 83 12.68 9.60 18.16 12.62 20.89 14.04 23.80 15.46 24.87 15.98 84 _. 12.01 9.03 17.20 11.81 19.79 13.13 22.54 14.42 23.56 14.90 85 11.34 8.45 16.25 11.01 18.69 12.21 21.29 13.39 22.25 13.82 86:, 10.67 7.87 15.29 10.20 17.59 11.30 20.04 12.35 20.94 12.74 87 10.01 7.30 14.33 9.40 16.49 10.38 18.79 11.32 19.64 11.66 9.34 6.72 13.38 8.59 15.39 9.47 17.53 10.28 18.33 10.58 89. %" 8.67 6.15 12.42 7.79 14.30 8.56 16.28 9.25 17.02 9.50 90: 8.01 5.57 11.47 6.98 13.20 7.64 15.03 8.21 15.71 8.42 91 7.34 5.54 10.51 6.95 12.10 7.61 13.78 8.18 14.40 8.38 92 _ ! 6.67 5.50 9.56 6.91 11.00 7.58 12.52 8.15 13.09 8.35 93 " 6.00 5.46 8.60 6.87 9.90 7.55 11.27 8.12 11.78 8.32 94 5.34 5.42 7.64 6.84 8.80 7,52 10.02 8.09 10.47 8.29 95 _ , - 4.67 5.39 6.69 6.80 7.70 7.48 8.77 8.06 9.16 8.26 96 4.00 5.35 5.73 6.76 6.60 7.45 7.51 8.03 7.85 8.23 97 3.34 5.31 4.78 6.73 1 5.50 7.41 6.26 8.00 6.55 8.20 98 = 2.67 5.28 3.82 6.69 4.40 7.37 5.01 7.97 5.24 8.17 99 ,. 2.00 5.24 2.87 6.65 3.30 7.34 1 3.76 7.93 3.93 8.14 €OQ , ". ' 1.33 5.20 1.91 6.61 2.20 7.30 2.50 7.90 2.62 8.11 101 0.67 5.17 0.96 6.58 1.10 7.26 1.25 7.87 1.31 8.08 1021, 0.00 5.13 0.00 6.54 0.00 7.23 0.00 7.84 0.00 8.05 10;r"" ' 0.00 5.09 0.00 6.50 0.00 7.19 0.00 7.81 0.00 8.02 104" -' "' 0.00 5.05 0.00 6.47 1 0.00 7.15 0.00 7.78 0.00 7.99 105` - - 0.00 5.02 0.00 6.43 0.00 7.12 0.00 7.75 0.00 7.96 106 0.00 4.98 0.00 6.39 0.00 7.08 0.00 7.72 0.00 7.93 0.00 4.95 0.00 6.36 0.00 7.04 0.00 7.69 0.00 7.90 I08 0.00 4.91 0.00 6,32 0.00 7.01 0.00 7.66 0.00 7.87 0.00 4.87 0.00 6.28 0.00 6.97 0.00 7.63 0.00 7.84 0.00 4.84 0.00 6.25 0.00 6.93 0.00 7.60 1 0.00 7.81 0.00 4.80 0.00 6.21 0.00 6.89 0.00 7.57 0.00 1 7.78 112 0.00 4.76 0.00 6.17 0.00 6.86 0.00 7.54 0.00 7.74 0.00 4.72 0.00 6.14 0.00 6.82 0.00 7.50 0.00 7.71 0.00 4.69 0.00 6.10 0.00 6.78 0.00 7.47 0.00 7.68 115 "' -" 0.00 4.65 0.00 6,06 0.00 6.75 0.00 7.43 0.00 7.65 0.00 1 4.61 0.00 6.02 0.00 6.71 0.00 1 7.39 0.00 7.62 0.00 1 4.58 0.00 5.99 0.00 6.67 0.00 7.36 0.00 7.59 0.00 4.54 0.00 5.95 0.00 6.64 0.00 7.32 0.00 7.56 0.00 4.50 0.00 5.92 0.00 6.60 0.00 7.28 0.00 7.53 120. ?- 0.00 4.45 0.00 5.88 0.00 6.56 0.00 7.25 0.00 7.49 0.00 4.36 0.00 5.84 0.00 6.53 0.00 7.21 0.00 7.46 122 _` 0.00 4.28 0.00 5.80 0.00 6.49 0.00 7.17 0.00 7.42 123" 0.00 4.19 0.00 5.77 0.00 6.45 0.00 7.14 0.00 7.38 0.00 4.11 0.00 5.73 0.00 6.42 0.00 7.10 0.00 735 0.00 4.03 0.00 5,69 0.00 6.38 0.00 7.06 0.00 7.31 0.00 3.94 0.00 5.66 0.00 6.34 0.00 7.03 0.00 7.27 0.00 3.86 0.00 5.62 0.00 6.30 0.00 6.99 0.00 7.24 0.00 3.77 0.00 5.58 0.00 1 6.27 0.00 6.95 0.00 7.20 " 129" ° • • + 0.00 3.69 0.00 5.55 0.00 6.23 0.00 6.91 0.00 7.16 130 = 0.00 3.61 0.00 5.51 0.00 6.20 0.00 6.88 0.00 7.13 0.00 3.56 0.00 5.47 0.00 6.16 0.00 6.84 0.00 7.09 0.00 3.53 0.00 5.43 0.00 6.12 0.00 6.80 0.00 7.05 133 0.00 3.50 0.00 5.40 0.00 6.08 0.00 6.77 0.00 7.02 Area 103 Combined Outfall 2 Area 103 Combined Outfall 2 Areal 03 Combined Outfall 2 Area 103 Combined Outfall 2 Area 103 Combined Outfall 2 2yr ', 2yr IOyr Wyr 25yr 25yr 50yr, 50yr 100yr 100yr 134 0.00 3.46 0.00 5.36 0.00 6.05 0.00 6.73 0.00 6.98 135 0.00 3.43 0.00 5.32 0.00 6.01 0.00 6.69 0.00 6.94 136 ^ 0.00 3.40 0.00 5.29 0.00 5.97 0.00 6.66 0.00 6.90 137 0.00 3.38 0.00 5.25 0.00 5.94 0.00 6.62 0.00 1 6.87 138 0.00 3.35 0.00 5.22 0.00 5.90 0.00 6.58 0.00 6.83 139 0.00 3.33 0.00 5.18 0.00 5.86 0.00 6.55 0.00 6.79 140 0.00 3.31 0.00 5.14 0.00 5.83 0.00 6.51 0.00 6.76 141 0.00 3.29 0.00 5.10 0.00 5.79 0.00 6.47 0.00 6.72 I42 0.00 3.27 0.00 5.07 0.00 5.75 0.00 6.44 0.00 6.68 143 0.00 3.25 0.00 5.03 0.00 5.71 0.00 6.40 0.00 6.65 144 0.00 3.22 0.00 4.99 0.00 5.68 0.00 6.36 0.00 6.61 145 0.00 3.18 0.00 4.96 0.00 5.64 0.00 6.32 0.00 6.57 146 0.00 3.15 0.00 4.92 0.00 5.61 0.00 6.29 0.00 6.54 147 0.00 3.11 0.00 4.88 0.00 5.57 0.00 6.25 0.00 6.50 148 0.00 3.07 0.00 4.85 0.00 5.53 0.00 6.21 0.00 6.46 149 0.00 3.04 0.00 4.81 0.00 5.49 0.00 6.18 0.00 6.43 150 _ 0.00 3.01 0.00 4.77 0.00 5.46 j 0.00 6.14 0.00 1 6.39 151. 0.00 2.96 0.00 4.73 0.00 5.42 0.00 6.10 0.00 6.35 152 0.00 2.92 0.00 4.70 0.00 5.38 0.00 6.07 0.00 6.31 153 0.00 2.88 0.00 4.66 0.00 5.35 0.00 6.03 0.00 6.28 154 0.00 2.84 0.00 4.62 0.00 5.31 0.00 5.99 0.00 6.24 155 0.00 2.80 0.00 4.59 0.00 5.27 0.00 5.96 0.00 6.21 156 0.00 2.76 0.00 4.55 0.00 5.24 0.00 5.92 0.00 6.17 157. 0.00 2.72 0.00 4.52 0.00 5.20 0.00 5.88 0.00 6.13 158 0.00 2.68 0.00 4.47 0.00 5.16 0.00 5.85 0.00 6.09 159 0.00 2.64 0.00 4.39 0.00 5.12 0.00 5.81 0.00 6.06 160 0.00 2.60 0.00 4.30 0.00 5.09 0.00 5.77 0.00 6.02 161 0.00 2.55 0.00 4.22 0.00 5.05 0.00 5.73 0.00 5.98 162 0.00 2.51 0.00 14.14 0.00 5.01 0.00 5.70 0.00 5.95 163 0.00 2.47 0.00 4.05 0.00 4.98 0.00 5.66 0.00 5.91 164 0.00 2.43 0.00 3.97 0.00 4.94 0.00 5.62 0.00 5.87 I65 0.00 2.39 0.00 3.88 0.00 4.91 0.00 5.59 0.00 1 5.84 166 0.00 2.35 0.00 3.80 0.00 4.87 0.00 5.55 0.00 5.80 167 ! 0.00 2.31 0.00 3.71 0.00 4.83 0.00 5.51 0.00 5.76 168 0.00 2.27 0.00 3.63 0.00 4.79 0.00 5.48 0.00 5.72 169 0.00 2.24 0.00 3.57 0.00 4.76 0.00 5.44 0.00 5.69 170 0.00 2.20 0.00 3.54 0.00 4.72 0.00 5.40 0.00 5.65 171 0.00 2.16 0.00 3.50 0.00 4.68 0.00 5.37 0.00 5.62 172 0.00 2.12 0.00 3.47 0.00 4.64 0.00 5.33 0.00 5.58 173 0.00 2.09 0.00 3.44 0.00 4.61 0.00 5.29 0.00 5.54 174 0.00 2.05 0.00 3.41 0.00 4.57 0.00 5.26 0.00 5.50 175 0.00 2.02 0.00 3.38 0.00 1 4.54 0.00 5.22 0.00 5.47 176 0.00 1.98 0.00 3.36 0.00 4.50 0.00 5.18 0.00 5.43 177 0.00 1.95 0.00 3.34 0.00 4.44 0.00 5.14 0.00 5.39 178 0.00 1.91 0.00 3.32 0.00 4.35 0.00 5.11 0.00 5.36 179 0.00 1.88 0.00 3.30 0.00 4.27 0.00 5.07 0.00 5.32 180 - 0.00 1.84 0.00 3.28 0.00 4.18 0.00 5.03 0.00 5.28 181 0.00 1.81 0.00 3.26 0.00 4.10 0.00 5.00 0.00 5.25 182 0.00 1.77 0.00 3.23 0.00 4.02 0.00 4.96 0.00 5.21 193 ' ` 0.00 1.74 0.00 3.19 0.00 3.93 0.00 4.92 0.00 5.17 1$4 0.00 1.71 0.00 3.16 0.00 3.85 0.00 4.89 0.00 1 5.14 185 0.00 1.68 0.00 3.12 0.00 3.76 0.00 4.85 0.00 5.10 186. 0.00 1.64 0.00 3.08 0.00 3.68 0.00 4.81 0.00 5.06 187, 0.00 1.61 0.00 3.05 0.00 3.60 0.00 4.78 0.00 5.02 188 0.00 1.58 0.00 3.02 0.00 3.56 0.00 4.74 0.00 4.99 189 0.00 1.55 0.00 2.98 0.00 3.52 0.00 4.70 0.00 4.95 190 0.00 1.52 0.00 2.93 0.00 3.49 0.00 4.66 0.00 4.92 191 "' : , 0.00 1.49 0.00 2.89 0.00 3.46 0.00 4.63 0.00 4.88 192 ' ''' 0.00 1.47 0.00 2.85 0.00 3.43 0.00 4.59 0.00 4.84 193 0.00 1.44 0.00 2.81 0.00 3.40 0.00 4.56 0.00 4.80 194 ' 0.00 1.41 0.00 2.77 0.00 3.37 0.00 4.52 0.00 4.77 195 0.00 1.38 0.00 2.73 0.00 3.35 0.00 4.48 0.00 4.73 196- 0.00 1.35 0.00 2.69 0.00 3.33 0.00 4.40 0.00 4.69 0.00 1.33 0.00 2.65 0.00 3.31 0.00 4.31 0.00 4.66 199 0,00 1.30 0.00 2.61 0.00 3.29 0.00 4.23 0.00 4.62 199'' ' 0.00 1.28 0.00 2.57 0.00 3.27 0.00 4.15 0.00 4.58 200 0.00 1.25 0.00 2.52 0.00 3.25 0.00 4.07 0.00 4.55 201 _ 0.00 1.23 0.00 2.48 0.00 3.21 0.00 3.98 0.00 4.51 202 0.00 1.20 0.00 2.44 0.00 3.18 0.00 1 3.89 1 0.00 4.46 Area 103 Combined.. 0Wall 2 Ares jt13 Combined Outfa112 ` Area 103 Combined O iM 2 " b urea 103 . Combined Outfal 2 Area j03 Combined Outfa112 203 2 ;; 0.00 .2yr - 1.18 :I ;; ,,: 0.00 l0yr . 2.40 25yc- 0.00 25yr:.' 3.14 50yr 0.00 50yr 3.81 100yr 0.00 1 4.37 204 0.00 1.16 0.00 2.36 0.00 3.11 0.00 3.73 0.00 4.29 `205 '` 0.00 1.13 0.00 2.33 0.00 3.07 0.00 3.64 0.00 4.21 _ 206 0.00 1.11 0.00 1 2.29 0.00 3.04 0.00 3.57 0.00 4.13 207 0.00 0.98 0.00 2.25 0.00 3.00 0.00 3.S4 0.00 4.04 208 0.00 0.84 0.00 2.21 0.00 2.96 0.00 3.51 0.00 3.96 209= 0.00 0.72 0.00 2.17 0.00 2.92 0.00 3.48 0.00 3.87 210 . " 0.00 0.63 0.00 2.13 0.00 2.88 0.00 3.45 0.00 3.79 211 0.00 0.55 0.00 2.10 0.00 2.84 0.00 3.42 0.00 3.70 212 0.00 0.49 0.00 2.06 0.00 2.80 0.00 3.39 0.00 3.62 213 0.00 0.43 0.00 2.03 0.00 2.76 0.00 3.36 0.00 3.56 214 0.00 0.39 0.00 1.99 0.00 2.72 0.00 3.34 0.00 3.53 215 0.00 0.35 0.00 1.96 0.00 2.68 0.00 3.32 0.00 3.50 216 0.00 0.32 0.00 1.92 0.00 2.63 0.00 3.30 0.00 3.47 217_ 0.00 0.29 0.00 1.89 0.00 2.59 0.00 3.28 0.00 3.44 218.-. 0.00 0.26 0.00 1.85 0.00 2.55 0.00 3.26 0.00 3.41 219 , 0.00 0.24 0.00 1.82 0.00 2.51 0.00 3.23 0.00 3.38 220; .' 0.00 0.22 0.00 1.78 0.00 2.47 0.00 3.20 0.00 3.36 221' . = 0.00 0.20 0.00 1.75 0.00 2.43 0.00 3.16 0.00 3.34 222`•< "';' 0.00 0.19 0.00 1.72 0.00 2.39 0.00 3.13 0.00 3.32 223'-l 0.00 0.17 0.00 1.68 0.00 2.35 0.00 3.09 0.00 3.30 224 ' - - 0.00 0.16 0.00 1.65 0.00 2.31 0.00 3.05 0.00 3.27 225. 0.00 0.15 0.00 1.62 0.00 2.27 0.00 3.02 0.00 3.25 226, " . 0.00 0.14 0.00 1.59 0.00 2.2 3 0.00 2.98 0.00 3.23 227 .: '. " 0.00 0.13 0.00 1.56 0.00 2.19 0.00 2.94 0.00 3.19 228 „ 0.00 0.12 0.00 1.53 0.00 2.16 0.00 2.90 0.00 3.15 229 0.00 0.12 0.00 1.50 0.00 2.12 0.00 2.86 0.00 3.12 230 0.00 011 0.00 1.47 0.00 2.08 0.00 2.82 0.00 3.08 231 _ 0.00 0.10 0.00 1.44 0.00 2. 05 0.00 2.78 0.00 3.05 232 0.00 0.10 0.00 1.42 0.00 2.01 0.00 2.74 0.00 3.01 233 0.00 0.09 0.00 1.39 0.00 1.98 0.00 2.70 0.00 2.97 234 0.00 0.09 0.00 1.36 0.00 1.94 0.00 2.66 0.00 2.93 235 0.00 0.08 0.00 1.33 0.00 1.91 0.00 2.61 0.00 2.89 236° 0.00 0.08 0.00 1.31 0.00 1.87 0.00 2.57 0.00 2.85 23T 0.00 0.08 0.00 1.28 0.00 1.84 0.00 2.53 0.00 2.81 238 0.00 0.07 0.00 1.26 0.00 1.80 0.00 2.49 0.00 2.77 239 - 0.00 0.07 0.00 1.23 0.00 1.77 0.00 2.45 0.00 2.73 240 " =' 0.00 0.07 0.00 1.21 0.00 1.74 0.00 2.41 0.00 2.69 241. 0.00 0.06 0.00 1.18 0.00 1.70 0.00 2.37 0.00 2.65 242 0.00 0.06 0.00 1.16 0.00 1.67 0.00 2.33 0.00 2.60 0.00 0.06 0.00 1.14 0.00 1.64 0.00 2.29 0.00 2.56 244 ; „ 0.00 0.05 0.00 1.12 0.00 1.61 0.00 2.25 0.00 2.52 245 0.00 0.05 0.00 1.03 0.00 1.58 0.00 2.21 0.00 2.48 0.00 0.05 0.00 0.88 0.00 1.55 0.00 2.18 0.00 2.44 247` "' 0.00 0.05 0.00 0.76 0.00 1.52 0.00 2.14 0.00 2.40 248% ! 0.00 0.05 0.00 0.66 0.00 1.49 0.00 2.10 0.00 2.36 249,•- z. 0.00 0.04 0.00 0.57 0.00 1.46 0.00 2.07 0.00 2.32 250' 0.00 0.04 0.00 0.51 0.00 1.43 0.00 2.03 0.00 2.28 251 0.00 0.04 0.00 OAS 0.00 1.41 0.00 2.00 0.00 2.24 25Z.: 0.00 0.04 0.00 0.40 0.00 1.38 0.00 1.96 0.00 2.20 0.00 0.04 0.00 0.36 0.00 1.35 0.00 1.93 0.00 2.17 254 .', 0.00 0.04 0.00 0.33 0.00 1.32 0.00 1.89 0.00 2.13 253, 0.00 0.04 0.00 0.30 0.00 1.30 0.00 1.86 0.00 2.09 >256.. °- .` 0.00 0.04 0.00 0.27 0.00 1.27 0.00 1.82 0.00 2.06 257 0.00 0.03 0.00 0.25 0.00 1.25 0.00 1.79 0.00 2.02 0.00 0.03 0.00 0.23 0.00 1.22 0.00 1.75 0.00 1.99 259: 0.00 0.03 0.00 0.21 0.00 1.20 0.00 1.72 0.00 1.95 26f1•- ? 0.00 0.03 0.00 0.19 0.00 1.18 0.00 1.69 0.00 1.92 261 - =;<r 0.00 0.03 0.00 0.18 0.00 1.15 0.00 1.66 0.00 1.88 262 - - r 0.00 0.03 0.00 0.17 0.00 1.13 0.00 1.63 0.00 1.85 ,' 0.00 0.03 0.00 0.16 0.00 1.11 0.00 1.60 0.00 1.81 264 '',? ` 0.00 0.03 0.00 0.14 0.00 0.97 0.00 1.57 0.00 1.78 0.00 0.03 0.00 0.14 0.00 0.83 0.00 1.54 0.00 1.75 266 - 0.00 0.03 0.00 0.13 0.00 0.71 0.00 1.51 0.00 1.71 267 -'� 0.00 0.03 0.00 0.12 0.00 0.62 0.00 1.48 0.00 1.68 268 " - 0.00 0.02 0.00 0.11 0.00 0.55 0.00 1.45 0.00 1.65 269° : "' 0.00 0.02 0.00 0.10 0.00 0.48 0.00 1.42 0.00 1.62 270', : 0.00 0.02 0.00 0.10 0.00 0.43 0.00 1.39 0.00 1.59 271 , - 0.00 0.02 0.00 0.09 0.00 1 0.39 1 0.00 1.37 0.00 1.56 325 0.00 0.01 1 O.OU I V. I v.VV I V.VL I v.vv 326 0.00 0.01 1 0.00 1 0.01 1 0. 0.02 0.00 0.04 0.00 0.05 0.02310378 Area 103 Combined 011tfwl 2 area 103 . ' Combined, fbu>,fa112 Area 103 Combined. Oulfall 2 Area 103 ' Combined Outfall2 Area 103 Combined: Outfall 2 272 2yr 0.00 2y 0.02 IOyr 0.00 l0yr 0.09 Z,yr' 0.00 25yr 0.35 50yr : 0.00 5 1.34 100yr 0.00 100yr 1.53 273 0.00 0.02 0.00 0.09 0.00 0.31 0.00 1.31 0.00 1.50 274 ' ` 0.00 0.02 0.00 0.08 0.00 0.28 0.00 1.29 0.00 1.47 275 6,00 0.02 0.00 1 0.08 0.00 0.26 0.00 1.26 0.00 1.44 276 0.00 0.02 0.00 0.07 0.00 0.24 0.00 1.24 0.00 1.41 277 0.00 0.02 0.00 0.07 0.00 0.22 0.00 1.21 0.00 1.39 278 0.00 0.02 0.00 0.07 0.00 0.20 0.00 1.19 0.00 1.36 279, 0.00 0.02 0.00 0.06 0.00 0.19 0.00 1.16 0.00 1.33 280. __ 0.00 0.02 0.00 0.06 0.00 0.17 0.00 1.14 0.00 1.31 281. 0.00 0.02 0.00 0.06 0.00 0.16 0.00 1.12 0.00 1.28 282 0.00 0.02 0.00 0.05 0.00 0.15 0.00 1.06 0.00 1.25 ;283 ._,` 0.00 0.02 0.00 0.05 0.00 0.14 0.00 0.90 0.00 1.23 284 7 0.00 0.02 0.00 0.05 0.00 0.13 0.00 0.77 0.00 1.21 295- - 0.00 0.01 0.00 0.05 0.00 0.12 0.00 0.67 0.00 1.18 286 0.00 0.01 0.00 0.05 0.00 0.11 0.00 0.58 0.00 1.16 287 0.00 0.01 0.00 0.04 0.00 0.11 0.00 0.52 0.00 1.14 288 " 0.00 0.01 0.00 0.04 0.00 0.10 0.00 0.46 0.00 1.11 299 0.00 0.01 1 0.00 0.04 0.00 0.10 0.00 0.41 0.00 1.01 290 '' 0.00 0.01 0.00 0.04 0.00 0.09 0.00 0.37 0.00 0.86 291 0.00 0.01 0.00 0.04 0.00 0.09 0.00 0.33 0.00 0.74 292 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.30 0.00 0.65 " r 293 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.27 0.00 0.56 '294: "= 0.00 0.01 0.00 0.04 0.00 0.08 0.00 0.25 0.00 0.50 t: 295 0.00 0.01 0.00 0.04 0.00 0.07 0.00 0.23 0.00 0.44 296 ' 0.00 0.01 0.00 0.03 0.00 0.07 1 0.00 0.21 0.00 0.40 297 0.00 0.01 0.00 0.03 0.00 0.07 0.00 0.19 0.00 0.36 298 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.18 0.00 0.32 "299 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.17 0.00 0.29 300 ' 0.00 0.01 0.00 0.03 0.00 0.06 0.00 0.16 0.00 0.27 301 ' 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.15 0.00 0.24 302 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.14 0.00 0.22 303, 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.13 0.00 0.21 304, 0.00 0.01 0.00 0.03 0.00 0.05 1 0.00 0.12 0.00 0.19 305 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.11 0.00 0.18 306 ' 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.11 0.00 0.16 307 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.10 0.00 0.15 0.00 0.01 0.00 1 0.02 0.00 0.04 0.00 0.10 0.00 0.14 309 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.09 0.00 0.13 310 .: ' 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.09 0.00 0.13 all 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.08 0.00 0.12 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.08 0.00 0.11 313 0.00 0.01 0.00 0.02 0.00 0.04 0.00 0.07 0.00 0.10 314 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.07 0.00 0.10 315, ' 7 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.07 0.00 0.09 316:' >� 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.09 317,':. 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.08 318 •' 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.06 0.00 0.08 319, 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.08 320:' 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 0.00 0.01 0.00 1 0.02 0.00 0.03 0.00 0.05 0.00 0.07 322 0.00 0.01 0.00 0.02 0.00 0.03 0.00 0.05 0.00 0.07 323 0.00 0.01 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.06 324' 0.00 0.01 0.00 0.01 0.00 0.03 0.00 0.05 0.00 0.06 325 0.00 0.01 1 O.OU I V. I v.VV I V.VL I v.vv 326 0.00 0.01 1 0.00 1 0.01 1 0. 0.02 0.00 0.04 0.00 0.05 0.02310378 N f0 w y 3 `> O N - M N O C E " O Q u O N N m 0 v m � i o m r� � m o N O O M � C O O � E en O Qt N Q U W N O vA r` N M N O W O N L � Q • � N O � C N O C H Q. C L N Q • C I N O E N V O o o c s co E CL o a, 0 L L n 0 � L � O N � a r4 O 14 0 O 0 P P .+ O co •"+ o n 00 . "' P X M P LA Ln :r r r O r 0 00 s 0 Kt O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 00 tD N O 00 N O 00 lD d (V O 00 LO N O W t� d N O d d V M M M M M N N N N N e 1 rI rI ri (SP) 92M43sia T O ci N f6 T � o O m Q) o c c� E o Q U N f� o Ln M M Q O M �_ M O N O -0 O m O m U rn > o N O M � LN O N L x Ln Q a N Q. O M r N Q. O CL O r O U N ° ° N Q. ' O _ C L . r co T � � O Ln L � O r ° M 0 � 0 N O c-4 r � O O W O n O w 0 r O woo owo lD ° ct oop O M O � N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O M l0 ko kO w M Ln Ln Ln Ln d' er d' t M M M M M CO N N N r4 � i 1-4 rN-I O 00 1 .0 N O (SP) OBJe43sia L N ('4 (6 w T O u1 O N . m a) o c m o a u ' N f ' o rn m �+ M Cl o cli m O E p O o U o cq H N W M O o N mW r d X N ' O Q N :a N N Q. O .L Q N O Q ' N O E O N o V � s t o Q. °; c co L � ' � O rl O v ~ c d c G 0 c L � � a en Ln N O N t 0 1 0 rn o co .rte o 0 Ln 0 wo v Is 0 m 0 N O '-I O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O o 0 0 0 0 0 o o o o o o o o o o o o o o o o o o o o o 0 0 0 0 0 0 6 4 OOOIDttNO Wr ,r,r,n L n -zt efdrT d'MMMMMNNN NN1 41-4I (SP) BRINDsia 0 Ln N l6 w T � o O L M OJ O to E O Q U ' N I o m M O O m O M co rn GJ o N m O C p M o U M o c' cri N co M C N f o n P'� M W N w L X O Q Ln N f N Q. O rn f N L a Q O N CL E N I O U O 0 co tw o o ~ = Ln L � ') �. e-1 I O c In I M O C) f 0 0 0 oo wo a 0 Ln 0 a 0 m L o n 00 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q10000 W w w IZ n n � O^ w oz tb w to Ln I i In Ln -* T -zt zT M n M r n M O M N N N N ON � � �l r r-I [tN0 (sp) agieyosip L O 0 C'I N f0 L Y O O rq M 01 O � cu E v 0 Q V N f0 m a 'C d o m o C-4 o m O V m ° 0 m N O t N M 0 0 � N W O L X O N N a • L C L a O I N � c aa G O O 'i V s o ° N a � ° � c . ao ° T O o E _ k L L Q� C) ° Q O O m ' m �.{ O O O O O of co O n C) N p Ln 00 ° V O m 0 N O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 alCn0�00000 T d'c - -T-:T MMMMNNNN"r4Hi�-I- 4- I OOOIfl � NO (sp) asimpsia APPENDIX E10 Temporary Detention Pond 3 Inflow & Outflow Hydrographs Temporary Detention Pond 3 Inflow & Outflow Hydrographs Appendix E10 Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow" Inflow Outflow 2yr': 2yr 10yt' 10yr 25yr 25yr 50yr 50yr. " 100yr 100yr Time( min) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.16 0.00 0.23 0.00 0.26 0.00 0.30 0.00 0.31 0.00 2, 0.32 0.00 0.46 0.01 0.53 0.01 0.60 0.01 0.63 0.01 3 0.48 0.01 0.69 0.01 0.79 0.01 0.90 0.01 0.94 0.02 4 0.64 0.01 0.92 0.02 1.05 0.02 1.20 0.03 1.26 0.03 5 0.80 0.02 1.15 0.03 1.32 0.04 1.50 0.04 1.57 0.04 6 0.96 0.03 1.38 0.04 1.58 0.05 1.80 0.06 1.88 0.06 7 1.12 0.04 1.60 0.06 1.85 0.07 2.10 0.08 2.20 0.08 8" 1.28 0.06 1.83 0.08 2.11 0.09 2.40 0.10 2.51 0.11 1.44 0.07 2.06 0.10 2.37 0.12 2.70 0.13 2.83 0.14 1.60 0.09 2.29 0.12 2.64 0.14 3.00 0.16 3.14 0.17 11 =' 1.76 0.10 2.52 0.15 2.90 0.17 3.30 0.19 3.45 0.20 12 1.92 0.12 2.75 0.18 3.16 0.20 3.60 0.23 3.77 0.24 13 2.08 0.14 2.98 0.21 3.43 0.24 3.90 0.27 4.08 0.28 14 "' 2.24 0.17 3.21 0.24 3.69 0.27 4.21 0.31 4.40 0.33 15 -" 2.40 0.19 3.44 0.27 3.96 0.31 4.51 0.36 4.71 0.37 16 2.56 0.22 3.67 0.31 4.22 0.35 4.81 0.40 5.02 0.42 17 "" 2.72 0.24 3.90 0.35 4.48 0.40 5.11 0.45 5.34 0.47 18_'; " 2.88 0.27 4.13 0.39 4.75 0.45 5.41 0.51 5.65 0.53 19 c, ' .' 3.04 0.30 4.35 0.43 5.01 0.49 5.71 0.59 5.97 0.64 20 "" 3.20 0.33 4.58 0.47 5.27 0.56 6.01 0.70 6.28 0.75 21 3.36 0.36 4.81 0.52 5.54 0.66 6.31 0.81 6.59 0.86 22 3.52 0.40 5.04 0.61 5.80 0.76 6.61 0.92 6.91 0.98 23 -_' ' 3.68 0.43 5.27 0.70 6.07 0.86 6.91 1.04 7.22 1.11 24 - !. " 3.84 0.47 5.50 0.79 6.33 0.97 7.21 1.16 7.54 1.23 25 4.00 0.51 5.73 0.89 6.59 1.08 7.51 1.29 7.85 1.36 26 4.16 0.57 5.96 0.99 6.86 1.20 7.81 1.42 8.16 1.50 27' 4.32 0.64 6.19 1.09 7.12 1.31 8.11 1.56 8.48 1.68 28 ` " 4.48 0.72 6.42 1.20 7.38 1.43 8.41 1.74 8.79 1.86 29 . _; 4.64 0.79 6.65 1.30 7.65 1.57 8.71 1.92 9.10 2.04 30 4.80 0.87 6.88 1.41 7.91 1.74 9.01 2.10 9.42 2.23 31 4.96 0.95 7.11 1.54 8.18 1.90 9.31 2.28 9.73 2.42 32 5.12 1.04 7.33 1.68 8.44 2.07 9.61 2.47 10.05 2.61 33 .' 5.28 1.12 7.56 1.83 8.70 2.24 9.91 2.66 10.36 2.83 34 :: 5,,444 1.20 7.79„ 1.99 8,97 2.41 2.87 10.67 3.06 35--, °, 5.36 1.29 7.68 2.14 8.84 2.58 10.06 3.09 10.52 3.29 36 . ;:'" 5.28 1.37 7.56 2.28 8.70 2.74 9.91 3.30 10.36 3.51 37 5.20 1.45 7.45 2.41 8.57 2.92 9.76 3.51 10.20 3.72 38` •"I,;; 5.12 1.53 7.33 2.54 8.44 3.09 9.61 3.70 10.05 1 3.92 39 ' 5.04 1.63 7.22 2.67 8.31 3.25 9.46 3.88 9.89 4.10 40 " 's 4.96 1.71 7.11 2.79 8.18 3.41 9.31 4.04 9.73 4.29 41 4.88 1.80 6.94 2.92 8.04 3.55 9.16 4.20 9.58 4.47 42 -" 4.80 1.88 6.88 3.05 7.91 3.69 9.01 4.37 9.42 4.65 43 4.72 1.95 6.76 3.16 7.78 3.81 8.86 4.53 9.26 4.81 44 "` 4.64 2.02 6.65 3.27 7.65 3.93 8.71 4.68 1 9.11 4.96 45 "; 4.56 2.09 6.53 3.37 7.52 4.05 8.56 4.82 8.95 5.11 46 _': _:"' ` 4.48 2.15 6.42 3.47 7.38 4.15 8.41 4.94 8.79 5.24 47"^" = >` 4.40 2.21 6.30 3.56 7.25 4.25 8.26 5.06 8.63 5.36 48 : < 4.32 2.27 6.19 3.64 7.12 4.36 8.11 5.17 8.48 5.47 49 " °. = 4.24 2.32 6.07 3.72 6.99 4.45 7.96 5.27 8.32 5.57 4.16 2.37 5.96 3.79 6.86 4.54 1 7.81 5.36 8.16 5.66 51 - 4.08 2.41 5.84 3.85 6.73 4.61 7.66 5.44 8.01 5.75 77,52 4.00 2.46 5.73 3.91 6.59 4.69 7.51 5.52 7.85 5.82 51" , " ";: 3.92 2.50 5.62 3.97 6.46 4.75 7.36 5.59 7.69 5.89 54 3.84 2.53 5.50 4.02 6.33 4.81 7.21 5.64 7.54 5.96 3.76 2.56 5.39 4.06 6.20 4.86 7.06 5.70 7.38 6.02 3.68 2.59 5.27 4.10 6.07 4.90 6.91 5.74 7.22 6.07 3.60 2.62 5.16 4.13 5.93 4.94 6.76 5.78 7.06 58, <," w 3.52 2.65 5.04 4.16 5.80 4.97 6.61 5.81 6.91 3.44 2.67 4.93 4.19 5.67 5.00 6.46 5.84 6.75 60- " ': "' 3.36 2.69 4.81 4.21 5.54 5.02 6.31 5.85 6.59 61 " "' 3.28 2.70 4.70 4.23 5.41 5.04 6.16 5.87 6.44 M 62' ". 3.20 2.72 4.58 4.24 5.27 5.05 6.01 5.88 6.28 63 "` `' 3.12 2.73 4.47 4.25 5.14 5.05 5.86 5.88 "`° 6.12 b4 . "' . 3.04 2.74 4.35 4.26 5.01 5.05 5.71 5.87 5.97 Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow "Inflow -' Outflow 2yr', 2yr' 1Oyr IOyr 25yr .. 25yr. 50 r - 50yr' IOOyr 100yr 65 2.96 2.75 4.24 4.26 4.88 5.05 5.56 5.87 5.81 6.19 66 2.88 2.75 4.13 4.26 4.75 5.04 5.41 5.85 5.65 6.17 67 - 2.80 2.75 4.01 4.25 4.62 5.03 5.26 5.83 5.49 6.15 68 2.72 2.75 3.90 4.24 4.48 5.01 5.11 5.81 5.34 6.12 69 2.64 2.75 3.78 4.22 4.35 4.99 4.96 5.78 5.18 6.09 70 2.56 2.75 3.67 4.21 4.22 4.97 4.81 5.75 5.02 6.05 71 2.48 2.74 3.55 4.19 4.09 4.94 4.66 5.72 4.87 6.00 72 2.40 2.73 3.44 4.17 3.96 4.91 4.51 5.68 4.71 5.96 73 - '' 2.32 2.72 3.32 4.14 3.82 4.87 4.36 5.63 4.55 5.91 74 2.24 2.71 3.21 4.12 3.69 4.83 4.21 5.59 4.40 5.86 75 2.16 2.70 3.09 4.09 3.56 4.79 4.06 5.54 4.24 5.80 76 2.08 2.68 2.98 4.06 3.43 4.75 3.90 5.48 4.08 5.74 77 - 2.00 2.67 2.86 4.02 3.30 4.70 3.75 5.42 3.92 5.68 78 1.92 2.65 2.75 3.98 3.16 4.65 3.60 5.36 3.77 5.62 79 1.84 2.63 2.64 3.94 3.03 4.59 3.45 5.30 3.61 5.55 80 ' , 1.76 2.61 2.52 3.90 2.90 4.54 3.30 5.23 3.45 5.48 81 1.68 2.58 2.41 3.86 2.77 4.48 3.15 5.16 3.30 5.41 82 1.60 2.56 2.29 3.81 2.64 4.41 3.00 5.09 3.14 5.33 83 1.52 2.53 2.18 3.76 2.51 4.35 2.85 5.02 2.98 5.25 84 - 1.44 2.51 2.06 3.71 2.37 4.28 2.70 4.94 2.83 5.17 85 - - - 1.36 2.48 1.95 3.66 2.24 4.22 2.55 4.86 2.67 5.09 86 ' 1.28 2.45 1.83 3.61 2.11 4.15 2.40 4.78 2.51 5.00 87 " 1.20 2.42 1.72 3.55 1.98 4.09 2.25 4.69 2.35 4.91 $8 . - 1.12 2.38 1.60 3.49 1.85 4.02 2.10 4.60 2.20 4.82 89 1.04 2.35 1.49 3.43 1.71 3.95 1.95 4.51 2.04 4.73 90 0.96 2.31 1.38 3.37 1.58 3.88 1.80 4.42 1.88 4.63 91 0.88 2.28 1.26 3.31 1.45 3.81 1.65 4.33 1.73 4.53 92 0.80 2.24 1.15 3.24 1.32 3.73 1.50 4.23 1.57 4.43 93 0.72 2.20 1.03 3.18 1.19 3.66 1.35 4.14 1.41 4.33 94 - 0.64 2.16 0.92 3.11 1.05 3.58 1.20 4.06 1.26 4.22 95 - 0.56 2.12 0.80 3.04 0.92 3.50 1.05 3.97 1.10 4.13 96 ! 0.48 2.08 0.69 2.97 0.79 3.42 0.90 3.87 0.94 4.03 97 0.40 2.04 0.57 2.90 0.66 3.34 0.75 3.78 0.78 3.94 98 0.32 1.99 0.46 2.82 0.53 3.25 0.60 3.68 0.63 3.84 99 0.24 1.95 0.34 2.75 0.40 3.17 0.45 3.59 0.47 3.74 100 'i 0.16 1.90 0.23 2.68 0.26 3.08 0.30 3.49 0.31 3.63 101 , 0.08 1.86 0.11 2.62 0.13 2.99 0.15 3.39 1 0.16 3.53 102 s 0.00 1.81 0.00 2.55 0.00 2.90 0.00 3.29 0.00 3.42 103 + 0.00 1.76 0.00 2.48 0.00 2.81 0.00 3.19 0.00 3.32 104_ 0.00 1.72 0.00 2.42 0.00 2.73 0.00 3.09 0.00 3.22 105, =' 0.00 1.67 0.00 2.36 0.00 2.66 0.00 2.99 0.00 3.12 0.00 1.63 0.00 2.30 0.00 2.59 0.00 2.90 0.00 3.02 107- .' 0.00 1.59 0.00 2.24 0.00 2.52 0.00 2.81 0.00 2.93 108 : 0.00 1.54 0.00 2.18 0.00 2.45 0.00 2.73 0.00 2.84 109 - 0.00 1.50 0.00 2.12 0.00 2.39 0.00 2.66 0.00 2.75 110 - -: 0.00 1.47 0.00 2.07 0.00 2.33 0.00 2.59 0.00 2.68 111 ''- , 0.00 1.44 0.00 2.01 0.00 2.27 0.00 2.52 0.00 2.61 1.12" 0.00 1.41 0.00 1.96 0.00 2.21 0.00 2.4S 0.00 2.54 113,1 ': 0.00 1.38 0.00 1.91 0.00 2.15 0.00 2.39 0.00 2.47 114 '' 0.00 1.36 0.00 1.86 0.00 2.09 0.00 2.33 0.00 2.41 115 ,,: '. 0.00 1.33 0.00 1.81 0.00 2.04 0.00 2.27 0.00 2.35 16 -' 0.00 1.30 0.00 1.76 0.00 1.99 0.00 2.21 0.00 2.29 0.00 1.28 0.00 1.72 0.00 1.94 0.00 2.15 0.00 2.23 IM '" 0.00 1.25 0.00 1.67 0.00 1.89 0.00 2.10 0.00 2.17 1 "' , 0.00 1.22 0.00 1.63 0.00 1.84 0.00 2.04 0.00 2.11 120"?' :" 0.00 1.20 0.00 1.59 0.00 1.79 0.00 1.99 0.00 2.06 121 't ' "' 0.00 1.18 0.00 1.55 0.00 1.74 0.00 1.94 0.00 2.00 122 - '; .'< 0.00 1.15 0.00 1.51 0.00 1.70 0.00 1.89 0.00 1.95 1231, 0.00 1.13 0.00 1.47 0.00 1.65 0.00 1.84 0.00 1.90 0.00 1.11 0.00 1.44 0.00 1.61 0.00 1.79 0.00 1.85 125'- s 0.00 1.08 0.00 1.41 0.00 1.57 0.00 1.74 0.00 1.80 126 0.00 1.06 0.00 1.38 0.00 1.53 0.00 1.70 0.00 1.76 127.; 0.00 1.04 0.00 1.36 0.00 1.49 0.00 1.65 0.00 1.71 128 0.00 1.02 0.00 1.33 0.00 1.46 0.00 1.61 0.00 1.67 129 0.00 1.00 0.00 1.30 0.00 1.43 0.00 1.57 0.00 1.62 130.1 °' ,; 0.00 0.98 0.00 - T - 1.28 1 0.00 1.40 1 0.00 1.53 0.00 1.58 ,131. 0.00 0.96 0.00 1.25 0.00 1.37 0.00 1.49 0.00 1.54 132 0.00 0.94 0.00 1.23 0.00 1.34 0.00 1.46 0.00 1.50 Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow 2yr 2yr ". 10yr IOyr 25yr 25yr. 50yr 50yr 100yr 100yr 133, 0.00 0.92 0.00 1.20 0.00 1.32 0.00 1.43 0.00 1.47 134 0.00 0.90 0.00 1.18 0.00 1.29 0.00 1.40 0.00 1.44 135 0.00 0.88 0.00 1.15 0.00 1.26 0.00 1.37 0.00 1.41 136 0.00 0.87 0.00 1.13 0.00 1.24 0.00 1.34 0.00 1.38 137 0.00 0.85 0.00 1.11 0.00 1.21 0.00 1.32 0.00 1.35 138 0.00 0.83 0.00 1.08 0.00 1.19 0.00 1.29 0.00 1.32 139 0.00 0.82 0.00 1.06 0.00 1.17 0.00 1.26 0.00 1.30 140 0.00 0.80 0.00 1.04 0.00 1.14 0.00 1.24 0.00 1.27 141 0.00 0.78 0.00 1.02 0.00 1.12 0.00 1.21 0.00 1.25 142, 0.00 0.77 0.00 1.00 0.00 1.10 0.00 1.19 0.00 1.22 143 0.00 0.75 0.00 0.98 0.00 1.07 0.00 1.17 0.00 1.20 144 0.00 0.74 0.00 0.96 0.00 1.05 0.00 1.14 0.00 1.17 145 0.00 0.72 0.00 0.94 0.00 1.03 0.00 1.12 0.00 1.15 0.00 0.71 0.00 0.92 0.00 1.01 0.00 1.10 0.00 1.13 147 0.00 0.69 0.00 0.90 0.00 0.99 0.00 1.07 0.00 1.10 148, ", 0.00 0.68 0.00 0.88 0.00 0.97 0.00 1.05 0.00 1.08 149 0.00 0.67 0.00 0.87 0.00 0.95 0.00 1.03 0.00 1.06 150 -.: 0.00 0.65 0.00 0.85 0.00 0.93 0.00 1.01 0.00 1.04 151 "' 0.00 0.64 0.00 0.83 0.00 0.91 0.00 0.99 0.00 1.02 152 :: 0.00 0.63 0.00 0.82 0.00 0.89 0.00 0.97 0.00 1.00 I's-1 . 0.00 0.61 0.00 0.80 0.00 0.88 0.00 0.95 0.00 0.98 154 0.00 0.60 0.00 0.78 0.00 0.86 0.00 0.93 0.00 0.96 155 0.00 0.59 0.00 0.77 1 0.00 0.84 0.00 0.91 0.00 0.94 156' 0.00 0.58 0.00 0.75 0.00 0.82 0.00 0.89 1 0.00 0.92 157 `: 0.00 0.57 0.00 0.74 0.00 0.81 0.00 0.88 0.00 0.90 158, 0.00 0.55 0.00 0.72 0.00 0.79 0.00 0.86 0.00 0.88 159 0.00 0.54 0.00 0.71 0.00 0.78 0.00 0.84 0.00 0.86 160 ? 0.00 0.53 0.00 0.69 0.00 0.76 0.00 0.82 0.00 0.85 161 : 0.00 0.52 0.00 0.68 0.00 0.74 0.00 0.81 0.00 0.83 162 = 0.00 0.52 0.00 0.67 0.00 0.73 0.00 0.79 0.00 0.81 163 0.00 0.51 0.00 0.65 0.00 0.71 0.00 0.78 0.00 0.80 164 0.00 0.51 0.00 0.64 0.00 0.70 0.00 0.76 0.00 0.78 165 , '> ! 0.00 0.50 0.00 0.63 0.00 0.69 0.00 0.74 0.00 0.76 166 : 0.00 0.50 0.00 0.61 0.00 0.67 0.00 0.73 0.00 0.75 167. `» 0.00 0.49 0.00 0.60 0.00 0.66 0.00 0.71 0.00 0.73 168 '- 0.00 0.48 0.00 0.59 0.00 0.65 0.00 0.70 0.00 0.72 169 .i 0.00 0.48 0.00 0.58 0.00 0.63 0.00 0.69 0.00 0.70 17V- -' 0.00 0.47 0.00 0.57 0.00 0.62 0.00 0.67 0.00 0.69 0.00 0.47 0.00 0.55 0.00 0.61 0.00 0.66 0.00 0.68 172; 0.00 0.46 0.00 0.54 0.00 0.60 0.00 0.65 0.00 0.66 "173 :i 0.00 0.46 0.00 0.53 0.00 0.58 0.00 1 0.63 0.00 0.65 174 ``° " 0.00 0.45 0.00 0.52 0.00 0.57 0.00 0.62 0.00 0.64 175 !' 0.00 0.45 0.00 0.52 0.00 0.56 0.00 0.61 0.00 0.62 176 0.00 0.44 0.00 0.51 0.00 0.55 0.00 0.60 0.00 0.61 177 ' 0.00 0.44 0.00 0.51 0.00 0.54 0.00 0.58 0.00 0.60 17$• --- - 0.00 0.43 0.00 0.50 0.00 0.53 0.00 0.57 0.00 0.59 :179 0.00 0.43 0.00 0.50 0.00 0.52 0.00 0.56 0.00 0.58 180 0.00 0.42 0.00 0.49 0.00 0.52 0.00 0.55 0.00 0.56 1$ I 0.00 0.42 0.00 0.48 0.00 0.51 0.00 0.54 0.00 0.55 0.00 0.41 0.00 0.48 0.00 0.50 0.00 0.53 0.00 0.54 183 ! 0.00 0.41 0.00 0.47 0.00 0.50 0.00 0.52 0.00 0.53 184 :'; . 0.00 0.41 0.00 0.47 0.00 0.49 0.00 0.52 0.00 0.52 185 0.00 0.40 0.00 0.46 0.00 0.49 0.00 0.51 0.00 0.52 18G 0.00 0.40 0.00 0.46 0.00 0.48 0.00 0.50 0.00 0.51 187 0.00 0.39 0.00 0.45 0.00 0.48 0.00 0.50 0.00 0.51 189 ': 0.00 0.39 0.00 0.45 0.00 0.47 0.00 0.49 0.00 0.50 1$9" 0.00 0.38 0.00 0.44 0.00 0.47 0.00 0.49 0.00 0.49 190" '- 0.00 0.38 0.00 0.44 0.00 0.46 0.00 0.48 0.00 0.49 191' ? 0.00 0.37 0.00 0.43 0.00 0.46 0.00 0.48 0.00 0.48 192 1 0.00 0.37 0.00 0.43 0.00 0.4S 0.00 0.47 0.00 0.48 193 0.00 0.37 0.00 0.42 0.00 0.45 0.00 0.47 0.00 0.47 194 0.00 0.36 0.00 0.42 0.00 0.44 0.00 0.46 0.00 0.47 195- - 0.00 0.36 0.00 0.41 0.00 0.44 0.00 0.46 0.00 0.46 196 ' 0.00 0.35 0.00 0.41 0.00 0.43 0.00 0.45 0.00 0.46 197 0.00 0.35 0.00 0.41 0.00 0.43 0.00 0.45 0.00 0.45 19$, ` 0.00 0.35 0.00 0.40 0.00 0.42 0.00 0.44 0.00 0.45 199' 0.00 0.34 0.00 0.40 0.00 0.42 0.00 0.44 0.00 0.44 200 0.00 1 0.34 0.00 0.39 0.00 0.41 0.00 0.43 0.00 0.44 201 Inflow: 2yr 0.00 Outflow 2yr 0.34 Inflow l0yr `s 0.00 Outflow -- Inflow IQyr' 0.39 2* 0.00 Outflow 25yr 0.41 Inflow 50yr 0.00 Outflow 50yr. 0.43 Inflow 100yr I 0.00 Outflow: 10Oyr 0.43 202 0.00 0.33 0.00 0.38 0.00 0.40 0.00 0.42 0.00 0.43 203 0.00 0.33 0.00 0.38 0.00 0.40 0.00 0.42 0.00 0.42 204 0.00 0.32 0.00 0E,37 37 000 0.39 0.00 0.41 0.00 0.42 205 0.00 0.32 0.00 0.39 0.00 0.41 0.00 0.41 20b -- 0.00 0.32 0.00 0.39 0.00 0.40 0.00 0.41 207 0.00 0.31 0.00 0.38 0.00 0.40 0.00 0.40 20$ - , 0.00 0.31 0.00 0.38 0.00 0.39 0.00 0.40 204 0.00 0.31 0.00 1 0.37 0.00 0.39 0.00 0.40 210 0.00 0.30 0.00 0.35 0.00 0.37 0.00 0.39 0.00 0.39 211 - 0.00 0.30 0.00 0.35 0.00 0.36 0.00 0.38 0.00 0.39 212 0.00 0.30 0.00 0.34 0.00 0.36 0.00 0.38 0.00 0.38 213 0.00 0.29 0.00 0.34 0.00 0.36 0.00 0.37 0.00 0.38 , 214 0.00 0.29 0.00 0.34 0.00 0.35 1 0.00 0.37 0.00 0.37 215 0.00 0.29 0.00 0.33 0.00 0.35 0.00 0.36 0.00 0.37 216. 0.00 0.28 0.00 0.33 0.00 0.35 0.00 0.36 0.00 0.37 217 0.00 0.28 0.00 0.32 0.00 0.34 0.00 0.36 0.00 0.36 218 0.00 0.28 0.00 0.32 0.00 0.34 0.00 0.35 0.00 0.36 219 0.00 0.27 0.00 0.32 0.00 0.33 0.00 0.35 0.00 0.35 220 0.00 0.27 0.00 0.31 0.00 0.33 0.00 0.35 0.00 0.35 221 0.00 0.27 0.00 0.31 0.00 0.33 0.00 0.34 0.00 0.35 222 0.00 0.27 0.00 0.31 0.00 0.32 0.00 0.34 0.00 0.34 223 0.00 0.26 0.00 0.30 0.00 0.32 0.00 0.33 0.00 0.34 224' 0.00 0.26 0.00 0.30 0.00 0.32 0.00 0.33 0.00 0.33 225 0.00 0.26 0.00 0.30 0.00 0.31 0.00 0.33 0.00 0.33 226 0.00 0.25 0.00 0.29 0.00 0.31 0.00 0.32 0.00 0.33 227 0.00 0.25 0.00 0.29 0.00 0.31 0.00 0.32 0.00 0.32 22$ 0.00 0.25 0.00 0.29 0.00 0.30 0.00 0.32 0.00 0.32 229 0.00 0.25 0.00 0.28 0.00 0.30 0.00 0.31 0.00 0.32 230 0.00 0.24 0.00 0.28 0.00 0.30 0.00 0.31 0.00 0.31 231_- 0.00 0.24 0.00 0.28 0.00 0.29 0.00 0.31 0.00 0.31 232 0.00 0.24 0.00 0.27 0.00 0.29 0.00 0.30 0.00 0.31 233 0.00 0.23 0.00 0.27 0.00 0.29 0.00 0.30 0.00 0.30 234 0.00 0.23 0.00 0.27 0.00 0.28 0.00 0.30 0.00 0.30 235 0.00 0.23 0.00 0.27 0.00 0.28 0.00 0.29 0.00 0.30 236 0.00 0.23 0.00 0.26 0.00 0.28 0.00 0.29 0.00 0.29 237 0.00 0.22 0.00 0.26 0.00 0.27 0.00 1 0.29 0.00 0.29 0.00 0.22 0.00 0.26 0.00 0.27 0.00 1 018 0.00 0.29 ,239 239., :. 0.00 0.22 0.00 0.25 0.00 0.27 0.00 1 0.28 0.00 0.28 240 0.00 0.22 0.00 0.25 0.00 0.26 0.00 0.28 0.00 0.28 241 0.00 0.21 0.00 0.25 0.00 0.26 0.00 0.27 0.00 0.28 242 0.00 0.21 0.00 0.25 0.00 0.26 0.00 0.27 0.00 1 0.27 243 0.00 0.21 0.00 0.24 0.00 0.26 0.00 0.27 0.00 0.27 244 - 0.00 0.21 0.00 0.24 0.00 0.25 0.00 0.26 0.00 0.27 245 0.00 0.21 0.00 0.24 0.00 0.25 0.00 0.26 0.00 0.27 246 0.00 0.20 0.00 0.23 0.00 0.25 0.00 0.26 0.00 0.26 247 . • 0.00 0.20 0.00 0.23 0.00 0.24 0.00 0.26 0.00 0.26 24$ =" 0.00 0.20 0.00 0.23 0.00 0.24 0.00 0.25 0.00 0.26 249 0.00 0.20 0.00 0.23 0.00 0.24 0.00 0.25 0.00 0.25 250" , ," 0.00 1 0.19 0.00 0.22 0.00 0.24 0.00 0.25 0.00 0.25 251, 0.00j 0.19 0.00 0.22 0.00 0.23 0.00 0.24 0.00 0.25 252' " 0.00 0.19 0.00 0.22 0.00 0.23 0.00 0.24 1 0.00 0.25 253 0.00 0.19 0.00 0.22 0.00 0.23 0.00 0.24 0.00 0.24 254 0.00 0.19 0.00 0.21 0.00 0.23 0.00 0.24 0.00 0.24 255 0.00 0.18 0.00 0.21 0.00 0.22 0.00 0.23 0.00 0.24 256 '- 0.00 0.18 0.00 0.21 0.00 0.22 0.00 0.23 0.00 0.23 257" 0.00 0.18 0.00 0.21 0.00 0.22 0.00 0.23 0.00 1 0.23 258 0.00 0.18 0.00 0.21 0.00 0.22 0.00 0.23 0.00 1 0.23 259 ' 0.00 0.18 0.00 0.20 0.00 0.21 0.00 0.22 0.00 0.23 260. 0.00 0.17 0.00 0.20 0.00 0.21 0.00 0.22 0.00 0.22 261 0.00 0.17 0.00 0.20 0.00 0.21 0.00 0.22 0.00 0.22 262 0.00 0.17 0.00 0.20 0.00 0.21 0.00 0.22 0.00 0.22 '263 s" 0.00 0.17 0.00 0.19 0.00 0.20 1 0.00 0.21 0.00 0.22 264 " i`. 0.00 0.17 0.00 0.19 0.00 0.20 0.00 0.21 0.00 0.21 265 0.00 0.16 0.00 0.19 0.00 0.20 0.00 0.21 0.00 0.21 266 0.00 0.16 0.00 0.19 0.00 0.20 0.00 0.21 0.00 0.21 26T %% 0.00 0.16 0.00 0.19 0.00 0.20 0.00 0.20 0.00 0.21 26$ 0.00 0.16 0.00 0.18 0.00 0.19 0.00 0.20 0.00 0.21 Inflow 2yr Inflow l0yr: Outflow 10yr` Inflow 25yr Outflow 25yr Inflow 50yr Outflow •Inflow 50yr I00yr Outflow: 100yr - 269 0.00 0.00 0.18 0.00 0.19 0.00 0.20 0.00 0.20 270 - 0.00 R0.16 0.00 0.18 0.00 0.19 0.00 0.20 0.00 0.20 271 0.00 0.00 0.18 0.00 0.19 0.00 0.20 0.00 0.20 272 0.00 0.00 0.18 0.00 0.18 0.00 0.19 0.00 0.20 273 , 0.00 0.00 0.17 0.00 0.18 0.00 0.19 0.00 0.19 274 _ 000 0.00 0.17 0.00 0.18 0.00 0.19 0.00 0.19 275 0.00 0.15 0.00 0.17 0.00 0.18 0.00 0.19 0.00 0.19 276 0.00 0.15 0.00 0.17 0.00 0.18 0.00 0.18 0.00 0.19 277" 0.00 0.14 0.00 0.17 0.00 0.17 0.00 0.18 0.00 0.19 278.: 0.00 0.14 0.00 0.16 0.00 0.17 0.00 0.18 0.00 0.18 s 279 0.00 0.14 0.00 0.16 0.00 0.17 0.00 0.18 0.00 0.18 280 0.00 0.14 0.00 0.16 0.00 0.17 0.00 0.18 0.00 0.18 281 0.00 0.14 0.00 0.16 0.00 0.17 0.00 0.17 0.00 0.18 282 0.00 0.14 0.00 0.16 0.00 0.17 0.00 0.17 0.00 0.18 283 0.00 0.13 0.00 0.16 0.00 0.16 0.00 0.17 020 0.17 284 0.00 0.13 0.00 0.15 0.00 0.16 0.00 0.17 0.00 0.17 285 0.00 0.13 0.00 0.15 0.00 0.16 0.00 0.17 0.00 0.17 286: "" 0.00 0.13 0.00 0.15 1 0.00 0.16 0.00 0.17 0.00 0.17 287 0.00 0.13 0.00 0.15 0.00 0.16 0.00 0.16 0.00 - 00 0.17 288 0.00 0.13 0.00 0.15 0.00 0.15 1 0.00 0.16 6 - 0.16 289 ` -. 0.00 0.13 0.00 0.15 0.00 0.15 0.00 0.16 0.00 0.16 290 0.00 0.12 0.00 0.14 0.00 0.15 0.00 0.16 0.00 0.16 291 " 0.00 0.12 0.00 0.14 0.00 0.15 0.00 0.16 0.00 0.16 292:,, 0.00 0.12 0.00 0.14 0.00 0.15 0.00 0.15 0.00 0.16 293 0.00 0.12 0.00 0.14 0.00 0.15 0.00 0.15 0.00 0.16 294 0.00 0.12 0.00 0.14 0.00 0.14 0.00 0.15 0.00 0.15 295 0.00 0.12 0.00 0.14 0.00 0.14 0.00 0.15 0.00 0.15 296 0.00 0.12 0.00 0.13 0.00 0.14 0.00 0.15 0.00 0.15 297 0.00 0.12 0.00 0.13 0.00 0.14 1 0.00 0.15 1 0.00 0.15 298 0.00 0.11 0.00 0.13 0.00 0.14 0.00 0.14 0.00 0.15 299 0.00 0.11 0.00 0.13 1 0.00 0.14 0.00 0.14 0.00 0.15 0.00 0.11 0.00 0.13 0.00 0.14 0.00 0.14 0.00 0.14 0.00 0.11 0.00 0.13 0.00 0.13 0.00 0.14 0.00 0.14 000 011 0.00 0.13 0.00 0.13 0.00 0.14 0.00 0.14 M 0.00 0.11 0.00 0.12 0.00 0.13 0.00 0.14 0.00 0.14 304 0.00 0.11 0.00 0.12 0.00 0.13 0.00 0.14 0.00 0.14 0.00 0.11 0.00 0.12 0.00 0.13 0.00 0.13 0.00 0.14 306 :f ? 0.00 0.10 0.00 0.12 0.00 0.13 0.00 0.13 0.00 0.13 0.00 0.10 0.00 0.12 0.00 0.13 0.00 0.13 0.00 0.13 0.00 0.10 0.00 0.12 0.00 0.12 0.00 0.13 0.00 0.13 309 0.00 0.10 0.00 0.12 000 0.12 0.00 0.13 0.00 0.13 310 0.00 0.10 0.00 0.12 0.00 0.12 0.00 0.13 0.00 0.13 311 0.00 0.10 0.00 0.11 0.00 0.12 0.00 0.13 0.00 0.13 312 0.00 0.10 0.00 0.11 0.00 0.12 0.00 0.12 0.00 0.13 313 0.00 0.10 0.00 0.11 0.00 0.12 0.00 0.12 0.00 0.12 314 0.00 0.10 0.00 0.11 0.00 0.12 0.00 0.12 0.00 0.12 315 0.00 0.09 0.00 0.11 700 0.11 0.00 0.12 0.00 0.12 316 0.00 0.09 0.00 0.11 0.00 0.11 0.00 0.12 0.00 0.12 317 0.00 0.09 0.00 0.11 0.00 0.11 0.00 0.12 0.00 0.12 318 "" 0.00 0.09 0.00 0.11 0.00 0.11 0.00 0.12 0.00 0.12 319 0.00 0.09 0.00 0.10 0.00 0.11 0.00 0.11 0.00 0.12 320 "' 0.00 0.09 0.00 0.10 0.00 0.11 0.00 0.11 0.00 0.11 321 '= ° 0.00 0.09 0.00 0.10 0.00 0.11 0.00 0.11 0.00 0.11 0.00 0.09 0.00 0.10 0.00 0.11 0.00 0.11 0.00 0.11 323.;.; 0.00 0.09 0.00 0.10 0.00 0.10 0.00 0.11 0.00 0.11 324 0.00 0.09 0.00 0.10 0.00 0.10 0.00 0.11 0.00 0.11 325 ,, , , 0.00 0.08 0.00 0.10 0.00 0.10 0.00 0.11 0.00 0.11 326, i. " 0.00 0.08 0.00 0.10 1 0.00 1 0.10 T 0.00 0.11 0.00 0.11 327` � 0.00 0.08 0.00 0.10 1 0.00 1 0.10 1 0.00 0.10 1 0.00 0.11 L ? N N 3 3 0 o Y o - a v c c 0 0 a a I 1 N 0 En M Q. o a m L to m O m L / O N 0 M x 1 m 0 1 O 1 rn O 1 N O 0 1 N ca o O O ! N O W 1 N M x 0 N N 0 ! 0 o O a ! o c r O 0 o r i L C r a N o r Q. E 1-4 ! O r-I L IO 1 C ) I O N O ' -4-4 .4 o s 14 o +� n O o � + O O tD O Ln 1 N O O O O O O O �p N O (SP) 92Jey:)si43 r' 3 3 ° O Y O v - a c c o ° CL a I N I O CL L m Q ho O m O M T ' O N i co I O o I o I N O I _7( N n I O N C ! O N W I L M X °v O M ) a0 r_ CL a o N p Q O N � = N l O N 0 0 C O c E L L ' O 41 e-1 E O CL / 0 E 1 O ' 0 L 4 0 o m O 0 N 0 0 o s „ .1 �. o rn �o N o CO O r Q^l 1 Ln rn o o 0 ° o 0 0 0 0 0 ° 0 0 p e-i 00 t0 cV O (sp) a2jePsia L T T Ln N Ln N 3 ?� O O c 0 C C O O G. d N t' Q- O m i pp ° v m O ° m L M � m '. O m m O y. a- m ' rn N 0 � O W 3 O N " O C C LLI o Ln M X , o �C 'a N a Q, 1 o CL o Q N j o }I � N O N � � C i L , 0 CL G �! O Ln L O O cn Ln ale O N 4 O 14 *" O rn r O I co Ln/ o CD Oo s N O O O O O O O O O 00 r-1 t0 N O (SP) OSM43sia a o o U) L 3 3 ° 0 ° O a - c c 0 0 o_ a 1 H fl. 1 m L qp 0 m O L � ° m � m = 1 m 3 0 i g 1 0 1 N 3 1 ° N O NA 1 Ln M �C x - O N O N C a C CL O 1 0 o CL Q N 1 0 }� N O N Q ~ c o E , Q. E S -4 ° L Ln O V } O ' N � L11 O �I o r ~ ♦ O ♦ r 00 r 0 ° 0 N +� LA '\ o 0 0 0 N O e-I ri 00 lD d' N O (sp) agiey:)sia L L T T O O O a--1 3 0 o c O a c c 0 0 n. a i t 1 L h0 Q � M 0 � M O t O N 3 o 1 0 m +�+ i O m O i o rn N ' O 00 o N i ° i W x N O t o C i N o y CL O i N CL o O i ++ O i N � O O Q L i co O CL o y E E !� o H c / ° / o O T-1 oe .► ° ,,. r °o a r O N ' 00 O to ` ° r c _ +► O m 'r. ♦ oN C) 0 o O o 0 0 o O N O r-1 r I 00 N O (s}P) agjeq :)Sl APPENDIX E11 Hydrograph Comparison Area 104 VS. Combined Outfall 3 Hydrograph Comparison Area 104 vs. Combined Outfall 3 Aonendix E11 Area I04 Combined Qutfall 3 Area 204 Combined' Qutfall3 Area 104 bined; fail 3 " "Area 104. Combined.- .(pitfall 3 : Area 1(34 Combined Outfa113 " 2°t 2 r" 14r . 10 25 12(5yr 50yr S 100Xr" 100yr Time min) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) 0.00 0.00 0.00 0.00 0.00 00 0.00 0.00 0.00 0.00 1 0.47 0.60 0.67 0.86 0.77 0.98 0.88 1.12 0.92 1.17 2 0.93 1.21 1.34 1.71 1.55 1.97 1.76 2.24 1.84 2.33 3 1.40 1.81 2.01 2.57 2.32 2.95 2.64 3.35 2.76 3.50 4 1.87 2.41 2.68 3.42 3.09 3.93 3.52 4.47 3.69 4.67 5 2.33 3.02 3.36 4.28 3.86 4.92 4.41 5.59 4.61 5.84 6" 2.80 3.62 4.03 5.13 4.64 5.90 5.29 6.71 5.53 7.00 71 3.26 4.22 4.70 5.99 5.41 6.88 6.17 7.82 6.45 8.17 8 3.73 4.83 5.37 6.85 6.18 7.86 7.05 8.94 7.37 9.34 9, 4.20 5.43 6.04 7.70 6.96 8.85 7.93 10.06 8.29 10.50 10 4.66 6.03 6.71 8.56 7.73 9.83 8.81 11.18 9.21 11.67 11t' ; "' 5.13 6.63 7.38 9.41 8.50 10.81 9.69 12.30 10.14 12.84 12- 5.60 7.24 8.05 10.27 9.28 11.80 10.57 13.41 11.06 14.01 13" 6.06 7.84 8.73 11.12 10.05 12.78 11.45 14.53 11.98 15.17 14 6.53 8.44 9.40 11.98 10.82 13.76 12.33 15.65 12.90 16.34 15 7.00 9.05 10.07 12.84 11.59 14.75 13.22 16.77 13.82 17.51 16 7.46 9.65 10.74 13.69 12.37 15.73 14.10 17.88 14.74 18.68 777- 7 7.93 10.25 11.41 14.55 13.14 16.71 14.98 19.00 15.66 19.84 8.39 10.86 12.08 15.40 13.91 17.69 15.86 20.12 16.59 21.01 19 8.86 11.46 12.75 16.26 14.69 18.68 16.74 21.24 17.51 22.18 20 9.33 12.06 13.42 17.11 15.46 19.66 17.62 22.36 18.43 23.34 21 9.79 12.67 14.09 17.97 16.23 20.64 18.50 23.47 19.35 24.51 22 " 10.26 13.27 14.77 18.82 17.00 21.63 19.38 24.59 20.27 25.68 23 10.73 13.87 15.44 19.68 17.78 22.61 20.26 25.71 21.19 26.85 11.19 14.48 16.11 20.54 18.55 23.59 21.14 26.83 22.11 28.01 25 11.66 15.08 16.78 21.39 19.32 24.58 22.03 27.94 23.04 29.18 26_ _r 12.13 15.68 17.45 22.25 20.10 25.56 22.91 29.06 23.96 30.35 27 " 12.59 16.29 18.12 1 23.10 20.87 26.54 '; 23.79 30.18 , ;- 24.88 31.51 ` 28 " 13.06 15.98 18.79 22.68 21.64 26.05 24.67 29.62 25.80 30.93 29" 13.53 15.68 19.46 22.25 22.41 25.56 25.55 29.06 26.72 30.35 30 " 13.99 15.38 20.14 21.82 23.19 25.07 26.43 28.50 27.64 29.76 14.46 15.08 20.81 21.39 23.96 24.58 27.31 27.94 28.56 29.18 32 14.92 14.78 21.48 20.96 24.73 24.08 28.19 27.38 1 29.49 28.60 33- 15.39 14.48 22.15 20.54 25.51 23.59 29.07 26.83 30.41 28.01 34 15.86 14.17 22.82 20.11 26.28 23.10 29.95 26.27 31.33 27.43 35 "" 16.32 13.87 23.49 19.68 27.05 22.61 30.84 25.71 32.25 26.85 36 " -" 16.79 13.57 24.16 19.25 27.83 22.12 31.72 25.15 33.17 26.26 37- 17.26 13.27 24.83 18.82 28.60 21.63 32.60 24.59 34.09 25.68 38 17.72 12.97 1 25.50 18.40 29.37 " "' -: 21.13 33.48 " 24.03 35A1 25.09 39 "" . 17.49 12.67 25.17 17.97 28.98 20.64 33.04 23.47 34.55 24.51 40 ::. '." 17.26 12.36 24.83 17.54 28.60 20.15 32.60 22.91 34.09 23.93 17.02 12.06 24.50 17.11 28.21 19.66 32.16 22.36 33.63 23.34 16.79 11.76 24.16 16.69 27.83 19.17 31.72 21.80 33.17 22.76 43 `` = 16.56 11.46 23.83 16.26 27.44 18.68 31.28 21.24 32.71 22.18 44;; ," 16.32 11.16 23.49 15.83 27.05 18.19 30.84 20.68 32.25 21.59 45,!",: 16.09 10.86 23.16 15.40 26.67 17.69 30.39 20.12 31.79 21.01 46 "" "'; 15.86 10.56 22.82 14.97 26.28 17.20 29.95 19.56 31.33 20.43 15.62 10.25 22.48 14.55 25.89 16.71 29.51 19.00 30.87 19.84 48 "" -" "' " 15.39 9.95 22.15 14.12 25.51 16.22 29.07 18.44 30.41 19.26 49 ti -'" 15.16 9.65 21.81 13.69 25.12 15.73 28.63 17.88 29.95 18.68 " 14.92 9.35 21.48 13.26 24.73 15.24 28.19 17.33 29.49 18.09 14.69 9.05 21.14 12.84 1 24.35 14.75 27.75 16.77 29.03 17.51 52 :;: 9 14.46 8.75 20.81 12.41 23.96 1 14.25 27.31 16.21 28.56 16.92 "" "° " 14.22 1 8.44 20.47 11.98 23.57 13.76 26.87 1 15.65 28.10 16.34 54 " 13.99 8.14 20.14 11.55 23.19 13.27 26.43 15.09 27.64 15.76 Area 104 Combined Outfall 3 Area 104 Combined;." Outfall 3 ' Area 104 Combined.' Outfall 3 Area 104 Combined Outfall 3 Area 104 Combined= autfall 3 2yr 2yr" l0yr IOyr 25yr .25yr 50yr" 50yr - 1 00y 100yr 55 13.76 7.84 19.80 11.12 22.80 12.78 25.99 14.53 27.18 15.17 56 13.53 7.54 19.46 10.70 22.41 12.29 25.55 13.97 26.72 14.59 57 13.29 7.24 19.13 10.27 22.03 11.80 25.11 13.41 26.26 14.01 58 13.06 6.94 18.79 9.84 21.64 11.30 24.67 12.85 25.80 13.42 59 12.83 6.63 18.46 9.41 21.26 10.81 24.23 12.30 25.34 12.84 60 - = 12.59 6.33 18.12 8.98 20.87 10.32 23.79 11.74 24.88 12.26 61 12.36 6.03 17.79 8.56 20.48 9.83 23.35 11.18 24.42 11.67 62 " 12.13 5.73 17.45 8.13 20.10 9.34 22.91 10.62 23.96 11.09 63 11.89 5.43 17.11 7.70 19.71 8.85 22.47 10.06 23.50 10.50 64 11.66 5.13 16.78 7.27 19.32 8.36 22.03 9.50 23.04 9.92 65 11.43 4.83 16.44 6.85 18.94 7.86 21.58 8.94 22.58 9.34 66 11.19 4.52 16.11 6.42 18.55 7.37 21.14 8.38 22.11 8.75 67 , 10.96 4.22 15.77 5.99 18.16 6.88 20.70 7.82 21.65 8.17 :.` 68 10.73 3.92 15.44 5.56 17.78 6.39 20.26 7.27 21.19 7.59 69 10.49 3.62 15.10 5.13 17.39 5.90 19.82 6.71 20.73 7.00 70' 10.26 3.32 14.77 4.71 17.00 5.41 19.38 1 6.15 20.27 6.42 71 10.03 3.02 14.43 1 4.28 16.62 4.92 18.94 5.59 19.81 5.84 9.79 2.71 14.09 3.85 16.23 4.42 18.50 5.03 19.35 5.25 9.56 2.41 13.76 3.42 15.85 3.93 18.06 4.47 18.89 4.67 E5�, 9.33 2.11 13.42 2.99 15.46 3.44 17.62 3.91 18.43 4.09 9.09 1.81 13.09 2.57 15.07 2.95 17.18 3.35 17.97 3.50 8.86 1.51 12.75 2.14 14.69 2.46 16.74 2.79 17.51 2.92 77 8.63 1.21 12.42 1.71 14.30 1.97 16.30 2.24 17.05 2.33 78 8.39 0.90 12.08 1.28 13.91 1.47 15.86 1.68 16.59 1.75 79 8.16 0.60 11.75 0.86 13.53 0.98 15.42 1.12 16.13 1.17 80 7.93 0.30 11.41 0.43 13.14 0.49 14.98 0.56 15.66 0.58 81 7.70 0.00 11.07 0.00 12.75 0.00 14.54 0.00 15.20 0.00 82 7.46 0.00 10.74 0.00 12.37 0.00 14.10 1 0.00 14.74 0.00 83 7.23 0.00 10.40 0.00 11.98 0.00 13.66 0.00 14.28 0.00 84 7.00 0.00 10.07 0.00 11.59 0.00 13.22 0.00 13.82 0.00 85 6.76 0.00 9.73 0.00 11.21 0.00 12.77 0.00 13.36 0.00 86 .,, : 6.53 0.00 9.40 0.00 10.82 0.00 12.33 0.00 12.90 0.00 87 6.30 0.00 9.06 0.00 10.43 0.00 11.89 0.00 12.44 0.00 88 " 6.06 0.00 8.73 0.00 10.05 0.00 11.45 0.00 11.98 0.00 89 5.83 0.00 8.39 0.00 9.66 0.00 11.01 0.00 11.52 0.00 90 5.60 0.00 8.05 0.00 9.28 0.00 10.57 0.00 11.06 0.00 91.: 5.36 0.00 7.72 0.00 8.89 0.00 10.13 0.00 10.60 0.00 92 5.13 0.00 7.38 0.00 8.50 0.00 9.69 0.00 10.14 0.00 93 4.90 0.00 7.05 0.00 8.12 0.00 9.25 0.00 9.68 0.00 '94 4, 4.66 0.00 6.71 0.00 7.73 0.00 8.81 0.00 9.21 1 0.00 95, ." 4.43 0.00 6.38 0.00 7.34 0.00 8.37 0.00 8.75 0.00 96 ; '' 4.20 0.00 6.04 0.00 6.96 0.00 7.93 0.00 8.29 0.00 97 , '. " 3.96 0.00 5.70 0.00 6.57 0.00 7.49 0.00 7.83 0.00 98 3.73 0.00 5.37 0.00 6.18 0.00 7.05 0.00 7.37 0.00 99 ' 3.50 0.00 5.03 0.00 5.80 0.00 6.61 0.00 6.91 0.00 100,; 3.26 0.00 4.70 0.00 5.41 0.00 6.17 0.00 6.45 0.00 101' 3.03 0.00 4.36 0.00 5.02 0.00 5.73 0.00 5.99 0.00 102 2.80 0.00 4.03 1 0.00 4.64 0.00 5.29 0.00 5.53 0.00 103 2.57 0.00 3.69 0.00 4.25 0.00 4.85 0.00 5.07 0.00 104, 2.33 0.00 3.36 0.00 3.86 0.00 4.41 0.00 4.61 0.00 I05 !' 2.10 0.00 3.02 0.00 3.48 0.00 3.96 0.00 4.15 0.00 106 1.87 0.00 2.68 0.00 3.09 0.00 3.52 0.00 3.69 0.00 1.63 0.00 2.35 0.00 2.71 0.00 3.08 0.00 3.23 0.00 108'11 1.40 0.00 2.01 0.00 2.32 0.00 2.64 0.00 2.76 0.00 1.17 0.00 1.68 0.00 1.93 0.00 2.20 0.00 2.30 0.00 1I0: 0.93 0.00 1.34 0.00 1.55 0.00 1.76 0.00 1.84 0.00 0.70 0.00 1.01 0.00 1.16 0.00 1.32 0.00 1.38 0.00 112 0.47 0.00 1 0.67 0.00 0.77 0.00 0.88 0.00 0.92 0.00 Area 104 Combined' OutfaU 3 ` Area IN Combined Outfa113 , "Area 104. Combined Outfa113 "` " Area 104 Combined Outfa113 Area 1.64 Combined Outfall 3 2yr ,' Tyr l0yr "10yr " ' " ` . 25yr . ° 25yr " 50y'r <50yr 100} r 00 113 0.23 0.00 0.34 0.00 0.39 0.00 0.44 0.00 0.46 0.00 m 4 >. O N - � OJ O C c-1 E (U O Q U i i 0 M f0 4a o O M W C E o O U N a-I � M LJ W x C) Q � =a c t s fA d CL a � r oa CL s o op E i O U E E t CL m L o +� N O ® G L Ln L l I � 0 m r'4 1 1 1 1 �► O ci i 1 O O O O O O O O O O O O O O O O O O O O O O O O N 00 i--1 lD N O 00 t0 N O (SP) OBJe43SIG L T O r-1 M cu f9 T O o O � N O C a--I (C E O Q U M o 3 � o O ti C � O U o � � o rl � M W L x a� O O o Q. 00 co CL m r r E r O r ° CL r of co tw r o O r n r � r x L r O Ln } O t"I u1 N O r r r o O M r ♦ C) "► ♦ ♦ ♦ O ♦ O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N N N N O N 00 O ci r�-1 0 00 N O (SP) aIM43Sia n N M m T O Ln O N O O C ri to E i O Q U M a+ o 7 O 'C GJ o C � O U o rl eel m Q1 G1 W Q x Q f C. a a or 0 f o t CL f C L f 4 0 E O L f c1 � f L f O Ln N f M f Of N f f f f 0 f , m Ln 1 Ln N V � O �h O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N m O 00 l0 N O 00 t0 N O m N N N N N 14 c-4 r-4 00 t0 d N O (sp) 98ae43sia L O Ill m t6 L Y o O Ln O C cu cu E O Q U ' M I w�- � ' o N O = O U o to W G7 Q x C CL !� m LA m Q ' CL Q � O r ° U s CL '® I c L I O r E_ T. I L m I O N Ln m M r m I ° v I r M I co o � o m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M M O m m N N N N ON 14 110 � -I O 00 l0 V N O (SP) 9NM43sia L T O O e-i m t0 L 41 T = o O N 0 r_ 0 c !6 C Qj 0 Q V M ca 3 � O V d C o O f C) �-1 ei W C) L Q x O O L CL CL W M CL Q ( I O U o CL t0 ba �_ E O I 0 d _ ` op H L �► O 0 0 O op I m O v 0 m C *s 1 c-I L9 1 r1 O s 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O M M M m M N N N N O N -4 -4 14 � O � N O (SP) aBJelPsia